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Fatigue design of lattice materials and application to stent-like structures by Ehsan Masoumi Khalil Abad Department of Mechanical Engineering McGill University, Montreal December 2012 A thesis submitted to McGill University in partial fulfilment of the requirements for the degree of doctor of philosophy © Ehsan Masoumi Khalil Abad, 2012

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Page 1: Fatigue design of lattice materials and application to ...digitool.library.mcgill.ca/thesisfile114478.pdf · Fatigue design of lattice materials and application to stent-like structures

Fatigue design of lattice materials

and

application to stent-like structures

by

Ehsan Masoumi Khalil Abad

Department of Mechanical Engineering

McGill University, Montreal

December 2012

A thesis submitted to McGill University in partial fulfilment

of the requirements for the degree of doctor of philosophy

© Ehsan Masoumi Khalil Abad, 2012

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I

To my parents

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II

A lattice material is a cellular structure with a periodic arrangement of cells in either two

or three dimensions. Lattice materials are attractive candidates for potential use in a broad

range of applications, including battery electrodes, vibration insulators, ultra lightweight

sandwich panels, and biomedical implants. This thesis focuses on the design of planar

lattices for micro-architectured materials and medical devices.

Strength of a lattice material degrades under cyclic loading conditions. In this thesis a

computational method based on finite element analysis (FEM) is proposed to analyze and

design lattice materials and structures for fatigue failure. A comparison with available

experimental data contributes to the validity of the method. The effect of the unit cell’s

architecture on the fatigue resistance of lattice materials is investigated by considering

square and hexagonal shapes of unit cells.

A shape optimization methodology based on removing the stress concentration caused by

the presence of geometrical discontinuities at the inner boundaries of the lattice cell walls

is proposed to improve the fatigue resistance of planar lattice materials.

The shape optimization method adapted for the fatigue design of a lattice is applied to

design intravascular self-expandable characterized by a periodic arrangement of cells,

against fatigue failure. In particular, the aim is to improve the fatigue resistance of Nitinol

stent grafts with closed-cell, and to design a stent-like device functioning as a protection

for an endovascular oxygenator. A parametric study was carried out to assess the effect of

different geometrical parameters on the fatigue resistance and radial stiffness of the

generated Nitinol stent lattices. Novel stent-like concepts are proposed to protect and

guide the state-of-the art intravenous oxygenator developed by ALung Technologies Inc.

(Pittsburgh, PA) in partnership with the University of Pittsburgh. The validity of the

proposed concepts in protecting the oxygenator was tested in vitro. The structural

behavior of the proposed conceptual designs was studied by using FEM, and the level of

blood damage caused by catheter rotation is investigated through CFD analysis.

Preliminary numerical and experimental observations suggest that the proposed design

can put the oxygenator one step closer to the market.

Abstract

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Keywords: Lattice materials, Fatigue failure, Shape optimization, Selef expandable stent,

Nitinol, Protective cage, Percutaneous respiratory assist device.

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Un matériau en treillis est une structure cellulaire avec une disposition périodique de

cellules en deux ou en trois dimensions. Ces structures sont utilisées dans plusieurs

applications, y compris les électrodes de la batterie, isolateurs de vibration,

panneaux ultra légers en sandwich et implants biomédicaux. Cette thèse met l'accent sur

la conception de réseaux plans pour des matériaux ayant une microarchitecture et pour les

dispositifs médicaux.

Dans plusieurs applications, la résistance d'un matériau en treillis se dégrade dans les

conditions de chargement cycliques. Dans cette thèse une méthode numérique basée sur

la mécanique de calcul est proposé afin d'analyser et de concevoir des matériaux et des

structures en treillis pour prévenir toute rupture causée par fatigue.

Une comparaison avec des données expérimentales contribue à la validité de la méthode.

L'effet de l'architecture d'une cellule de cette unité sur la tenue en fatigue des matériaux

en treillis est étudiée en tenant compte des formes carrées et hexagonales de cellules

unitaires.

En outre, une méthodologie d'optimisation de forme fondé sur l'élimination de la

concentration du stress causé par la présence de discontinuités géométriques aux

frontières intérieures des parois cellulaires en treillis est proposé pour améliorer la

résistance à la fatigue des matériaux en treillis planaires. Plusieurs topologies de

cellules augmentant la résistance à la fatigue sont proposées pour l'amélioration des

matériaux et des structures caractérisées par un arrangement périodique de cellules.

Cette méthode d'optimisation de forme adaptée pour la conception de fatigue d'un réseau

de cellule est appliquée à la conception intravasculaire d’endoprothèses auto-expansibles

et aussi à la conception d’un dispositif fonctionnant comme stent offrant une protection

pour un oxygénateur endovasculaire.

Une géométrie de la cellule avec une meilleure résistance à la fatigue est proposée pour

un réseau planaire pour stent.

Une étude paramétrique a été réalisée pour évaluer l'effet des différents paramètres

géométriques sur la résistance à la fatigue et la raideur radiale des réseaux générés de

stent.

Plusieurs concepts nouveau empruntent du stent sont proposées pour protéger et guider

un oxygénateur intraveineux mis au point par Technologies Inc. Alung (Pittsburgh, PA),

en partenariat avec l'Université de Pittsburgh. La validité des concepts proposés assurant

une protection de l'oxygénateur a été testée in vitro. Le comportement de la structure des

conceptions proposées conceptuels a été étudié en utilisant la méthode des éléments finis

tandis que et le niveau de dommages de sang causé par la rotation du cathéter a était

évaluer à travers une modélisation numérique et dynamique des fluides. Les observations

RÉSUMÉ

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V

numériques et expérimentales suggèrent que la conception proposée mettrait

l'oxygénateur un pas de plus vers le marché.

Mots-clés: matériaux en treillis, la rupture par fatigue, optimisation de forme, stent auto-

expansible, Nitinol, cage de protection, dispositif d'assistance respiratoires par voie

percutanée.

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My PhD career was not just the challenge of doing serious research but was also an

opportunity for me to better shape my vision of the worlds in which I am involved. Many

people have contributed openly to this. I would like here to express my sincere gratitude

to my PhD supervisor, Professor Damiano Pasini, for his research supervision, patience,

technical guidance, encouragement and kindness during the course of my PhD. I shall

always consider him not only as a supervisor but as a teacher and a close friend of mine.

In all our meetings and in each of his emails I could feel his idealistic push toward that

which is the best.

I would like to give special thanks to Dr. Renzo Cecere for his support and guidance with

respect to the medical side of my project. I am also grateful for having the opportunity to

audit several of his open-heart surgeries, which were very useful to gain insight into the

medical and clinical requirements. Dr. Cecere was also a constant source of

encouragement and hope in all of the tough times of my PhD.

I would like also to thank Dr. Oren Steinmetz for providing me the chance to audit

several revascularization surgeries. There are many other individuals who have helped

me during my PhD. Among them, I would like to thank, Dr. Richard Reid Cooper,

Farhad Javid, Eric Lavoie, Toufic Azar, Hoang Tran, Mostafa Elsayed, Mario Iacobaccio,

Mehdi Sanjari, Ali Mosahebi and Sajad Arabnejad Khanoki for their assistance, support,

advice, and kindnesses. I would also like to express my special thanks to my family for

being always the best of friends, with their hands consistently full of support,

encouragement, and patience extended toward me.

I would like to thank the National Sciences and Engineering Research Council of Canada

(NSERC) for their financial support, the Faculty of Engineering of McGill University for

their academic contributions, and the Hydro-Quebec Research Institute in Varennes for

their help with my experimental studies.

Acknowledgements

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VII

The author claims the originality of the main ideas and research results reported in this

thesis, the most significant being listed below:

The development of a computational method to design lattice materials for fatigue

resistance.

The novel cell geometry with improved fatigue resistance for self-expandable Nitinol

stent-grafts.

The design of the encasement to protect and guide the state-of-the art intravenous

oxygenator developed by ALung Technologies Inc.

The shrinking mechanism to retract and re-position the proposed protective

encasement for the intravenous oxygenator developed by ALung Technologies Inc.

Claims of originality

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VIII

Refereed Journal Papers

1. Ehsan Masoumi Khalil Abad, Damiano Pasini, Renzo Cecere, “Shape optimization

of stress concentration-free lattice for self-expandable Nitinol stent-grafts”, Journal of

Biomechanics, Vol. 45, 6, pp. 1028-1035, 2012.

2. Ehsan Masoumi Khalil Abad, Sajad Arabnejad Khanoki, Damiano Pasini, “Fatigue

design of lattice materials via computational mechanics: application to lattices with

smooth transitions in cell geometry”, International Journal of Fatigue, vol 47, pp.

126-136, 2013.

Refereed Conference Papers

1. Ehsan Masoumi Khalil Abad, Damiano Pasini, Renzo Cecere, “Design optimization of a

lattice structural cage for the protection of a rotary endovascular catheter”, CSME

2010 conference, Victoria, British Columbia, Canada, June 7-9, 2010.

2. Ehsan Masoumi Khalil Abad, Sajad Arabnejad Khanoli, Damiano Pasini, “Shape

design of periodic cellular materials under cyclic loading”, ASME 2011 International

Design Engineering Technical Conferences& Computers and Information in

Engineering Conference IDETC/CIEC 2011, Washington, DC, USA, August 28-31,

2011.

3. Sajad Arabnejad Khanoki, Ehsan Masoumi Khalil Abad, Damiano Pasini, “Synthesis

of two-dimensional lattices free of stress concentrators”, 8th

European Solid

Mechanics Conference, ESMC-2012, Graz, Austria, July 9-13, 2012.

Publications and inventions arising from this thesis

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IX

US and Canadian Patents

Damiano Pasini, Ehsan Masoumi Khalil Abad, “Stent devices made of a lattice with

smooth shape cells improving stent fatigue life”, United States patent application No.

13/659,398, 2012.

Damiano Pasini, Ehsan Masoumi Khalil Abad, “Stent devices made of a lattice with

smooth shape cells improving stent fatigue life”, Canada patent application No.

2,793,650, 2102.

Damiano Pasini, Ehsan Masoumi Khalil Abad, Renzo Cecere, “A Protective Cage For

An Intravenous Respiratory Catheter”, Provisional US patent No. 61706428, 2012.

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Abstract ............................................................................................................................... II

RÉSUMÉ .......................................................................................................................... IV

Acknowledgements ........................................................................................................... VI

Claims of originality ........................................................................................................ VII

Publications and inventions arising from this thesis ...................................................... VIII

Table of Contents ............................................................................................................... X

List of Figures ................................................................................................................ XIV

List of Tables ............................................................................................................... XVIII

Chapter 1 ............................................................................................................................. 1

Introduction ......................................................................................................................... 1

1.1. Background and Motivation ................................................................................... 1

1.1.1. Stent-like lattice devices ................................................................................. 2

1.1.2. Fatigue failure ................................................................................................. 4

1.2. Open research issues ............................................................................................... 4

1.3. Objectives ............................................................................................................... 6

1.4. Thesis outline .......................................................................................................... 6

Chapter 2 ............................................................................................................................. 8

Literature review ................................................................................................................. 8

2.1. Objectives ............................................................................................................... 8

2.2. Introduction to the failure behavior of cellular materials ....................................... 8

2.2.1. Failure modes of the cell walls ....................................................................... 9

2.2.1.1. Cell wall buckling ................................................................................... 10

2.2.1.2. Cell wall fracture .................................................................................... 10

2.3. The role of the cell wall in the strength of planar lattice materials ....................... 14

2.4. Life-time strength degradation of cellular materials ............................................. 16

2.4.1. Fatigue loading.............................................................................................. 17

2.5. Effective mechanical properties ............................................................................ 20

2.5.1. Structural analysis ..................................................................................... 21

2.5.2. Micropolar theory ...................................................................................... 22

2.5.3. Homogenization by Bloch Theorem and Cauchy-Born hypothesis .......... 23

2.5.4. Asymptotic homogenization method ........................................................ 23

2.6. Failure surfaces ..................................................................................................... 26

2.7. Concluding remarks emerging from the literature ................................................ 28

Chapter 3 ........................................................................................................................... 30

A computational method for the design of lattice materials for fatigue resistance .......... 30

3.1. Objectives ............................................................................................................. 30

3.2. Terms and definitions ........................................................................................... 30

3.2.1. Characterization of materials ........................................................................ 32

Table of Contents

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3.2.1.1. Stress-life approach................................................................................. 32

3.2.1.2. Fatigue crack growth in a notched specimen .......................................... 35

3.3. Fatigue design of planar lattice ............................................................................. 35

3.3.1. Basics and assumptions................................................................................. 35

3.3.2. Cell geometries under investigation.............................................................. 37

3.3.3. Numerical Modeling ..................................................................................... 38

3.4. Results ................................................................................................................... 40

3.4.1. Stress distribution in the unit cell.................................................................. 40

3.4.2. Failure surfaces and experimental validation ............................................... 42

3.4.3. Modified Goodman diagrams ....................................................................... 44

3.5. Summary and contributions to knowledge ........................................................... 45

Chapter 4 ........................................................................................................................... 48

Shape optimization of lattice materials for fatigue resistance .......................................... 48

4.1. Objective ............................................................................................................... 48

4.2. Design methodology: Basics................................................................................. 48

4.2.1. Geometrical stress concentration .................................................................. 48

4.2.2. Mathematical formulation of the optimization problem ............................... 50

4.2.3. Cell geometries under investigation.............................................................. 53

4.3. Results ................................................................................................................... 54

4.4. Discussion ............................................................................................................. 57

4.5. Concluding remarks .............................................................................................. 60

Chapter 5 ........................................................................................................................... 61

Shape optimization of stress concentration-free lattice for self-expandable Nitinol stent-

grafts ................................................................................................................................. 61

5.1. Objectives ............................................................................................................. 61

5.2. Introduction to structural design of stents ............................................................. 61

5.3. Problem statement ................................................................................................. 63

5.4. Shape synthesis of lattice geometry ...................................................................... 64

5.4.1. Numerical modeling...................................................................................... 66

5.4.1.1. Finite element modeling ......................................................................... 66

5.4.1.2. Material model ........................................................................................ 67

5.4.1.3. Loading conditions ................................................................................. 68

5.5. Results ............................................................................................................... 68

5.6. Concluding remarks .......................................................................................... 73

Chapter 6 ........................................................................................................................... 75

Structural design of a protective cage for a rotating intravenous oxygenator .................. 75

6.1. Objectives ............................................................................................................. 75

6.2. Background, motivation, and problem statement ................................................. 76

6.2.1. Lung diseases, statistics, and available treatments ....................................... 76

6.2.2. Percutaneous Respiratory Assist Catheter (PRAC) with rotary bundle........ 77

6.2.3. Problem definition ........................................................................................ 78

6.2.4. Blood damage investigation of blood-contacting medical devices............... 79

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6.3. Conceptual design of the protective cages for the PRAC with rotary bundle ...... 80

6.3.1. Cage design I: 2008-2010 ............................................................................. 80

6.3.1.2. Shape optimization of the exterior wall .................................................. 81

6.3.2. Cage design II: 2010-2012 ............................................................................ 84

6.3.2.1. In vitro bench test of the second design of the cage in curved paths ...... 86

6.3.2.2. Shape optimization of the exterior wall .................................................. 87

6.3.3. Retraction/Removal mechanism ................................................................... 87

6.3.4. Hematologic design ...................................................................................... 88

6.3.4.1. Numerical modeling................................................................................ 89

a. Mesh generation ......................................................................................... 90

b. Turbulence modeling .................................................................................. 91

c. Boundary Conditions ...................................................................................... 94

d. Discrete Particle Modeling (DPM) ............................................................. 94

6.3.4.2. Results ..................................................................................................... 94

a. Turbulent model and Mesh-independency investigation ............................ 94

b. Blood flow features .................................................................................... 96

c. Evaluation of blood damage caused by the rotation of the oxygenator .... 100

d. Platelet activation ..................................................................................... 103

6.3.4.3. Discussion ............................................................................................. 103

Chapter 7 ......................................................................................................................... 106

Conclusions and future works ......................................................................................... 106

7.1. Conclusions ......................................................................................................... 106

7.2. Directions for future research ............................................................................. 107

7.2.1. Numerical method based on computational mechanics to design lattice

materials against fatigue failure. ............................................................................. 107

7.2.2. Geometrical design of the unit cell of lattice materials for fatigue resistance

108

7.2.3. Design of Nitinol self-expandable stent lattices against fatigue ................. 109

7.2.4. Design of protective cage for the PRAC with rotary bundle ...................... 109

Appendix A ..................................................................................................................... 111

A.1. The matrix operators of the shape optimization approach presented in chapter 4 .. 111

Appendix B ..................................................................................................................... 112

B.1. Principles of gas exchange in blood oxygenators ................................................... 112

Appendix C ..................................................................................................................... 116

Blood damage modeling ................................................................................................. 116

C.1. Blood ................................................................................................................... 116

C.2. Methods of blood damage investigation ............................................................. 116

C.3. Blood damage types ............................................................................................ 117

C.3.1. Thrombosis ...................................................................................................... 117

C. 3.2. Hemolysis: ...................................................................................................... 119

a. Threshold Value Approach ....................................................................... 122

b. Mass-Weighted Average Approach ......................................................... 122

c. Eulerian Approach .................................................................................... 123

d. Lagrangian Approach ............................................................................... 124

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References ....................................................................................................................... 125

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Figure 1.1. (a) Stent lattice consisting of three rows of unit cells; (b) individual row

consisting of 20 diamond-shaped unit cells; (c) sharp-corner diamond unit cell, used in

commercially available stents; (d) rounded diamond unit cell; (e) superelliptical unit cell

(Masoumi Khalil Abad and Pasini, 2013)........................................................................... 2

Figure 2.1. Schematic view of hexagonal lattice under biaxial compressive loading

Adapted from (Gibson et al. 1989). .................................................................................. 11

Figure 2.2. Failure surface of a 2D hexagonal lattice (Gibson et al. 1989). .................... 12

Figure 2.3. (a) Biaxial stress state acting on a hexagonal unit cell. (b) free body diagram

of the inclined member. (c) the model of plastic collapse indicating the place of plastic

hinges formed under bending (Adapted from Gibson et al. 1989). .................................. 12

Figure 2.4. Homogenization concept of a cellular structure (Masoumi et al. 2011). ...... 21

Figure 2.5. Periodic boundary conditions for a pair of nodes located on the opposite

surfaces, A and A , of the RVE. .................................................................................. 24

Figure 2.6. Flowchart of the asymptotic homogenization theory to obtain the effective

strength properties of a lattice material. ............................................................................ 28

Figure 3.1. (a) Schematic view of a cyclic load with constant stress amplitude; (b)

Schematic view of a stress-life curve................................................................................ 33

Figure 3.2. (a) Schematic view of the fatigue design diagram showing the effect of

allowable alternating stress versus mean stress for a given fatigue life; (b) Schematic

view of the logarithmic rate of fatigue crack growth versus logarithm of the amplitude of

stress intensity. .................................................................................................................. 34

Figure 3.3. Schematic views of: (a) G1 square unit cell; (b) G

1 hexagonal unit cell. ...... 39

Figure 3.4. Flowchart of the design methodology. For a given cell geometry, shape

synthesis is coupled with computational analysis followed by size optimization. The goal

of the first step is to generate the geometrical model of the unit cell. In the second

module, the effective strength properties of the lattice are determined through asymptotic

homogenization theory. The third step involves the cell size optimization to reduce at

minimum the maximum von Mises stress in the cell wall. ............................................... 39

Figure 3.5. Mesh sensitivity showing the independency of the results from the mesh size.

........................................................................................................................................... 40

Figure 3.6. von Mises stress distribution (MPa) in hexagonal and square unit cells made

out of Ti-6Al-4V. Lattices under fully reversed uni-axial loading defined by: G1 cell with

small arc (left); optimum G1 cell (right). .......................................................................... 41

Figure 3.7. von Mises stress distribution (MPa) in hexagonal and square unit cells made

out of Ti-6Al-4V. Lattices under fully reversed in-plane pure shear loading defined by:

G1 cell with small arc (left); optimum G

1 cell (right). ...................................................... 41

Figure 3.8. Yield and ultimate surfaces of Ti-6Al-4V square and hexagonal unit cells for

relative density of 10%. Projection of yield and ultimate surfaces of G1 square and

hexagonal cells with small and optimum arc radii in the yy xx

and xy xx

planes. 42

Figure 3.9. Effective yield strength of the square and hexagonal unit cells under uni-axial

and shear loading as a function of relative density. Yield strength for square cell under

List of Figures

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XV

uni-axial (a) and shear loading respectively (b); (c) and (d) pertain to the hexagonal cell.

........................................................................................................................................... 44

Figure 3.10. Modified Goodman diagram for Ti-6Al-4V square and hexagonal unit cells

at given relative densities. G1

square under uni-axial loading (a), and shear loading

condition (b); G1 hexagon under uni-axial loading (c), and shear loading (d). ................ 46

Figure 4.1. Schematic views of: (a) G2 continuous square cell; (b) G

2 continuous

hexagonal cell; (c) Parameterization of the inner profile of a unit cell portion. ............... 50

Figure 4.2. von Mises stress (MPa) distribution in hexagonal and square unit cells made

out of Ti-6Al-4V. Lattices under fully reversed uni-axial loading, defined by: optimum

G1 cell (left) and optimum G

2 cell (right). ........................................................................ 54

Figure 4.3. von Mises stress (MPa) distribution in hexagonal and square unit cells made

out of Ti-6Al-4V. Lattices under fully reversed pure shear loading, defined by: optimum

G1 cell (left) and optimum G

2 cell (right). ........................................................................ 55

Figure 4.4. Yield and ultimate surfaces of Ti-6Al-4V square and hexagonal unit cells for

relative density of 10%. Projection of yield and ultimate surfaces of optimum G1 and G

2

square and hexagonal cells in the yyxx and xyxx planes. ..................................... 56

Figure 4.5. Effective yield strength of the square and hexagonal unit cells under uni-axial

and shear loading as a function of relative density. Yield strength for square cell under

uni-axial (a) and shear loading respectively (b); (c) and (d) pertain to the hexagonal cell.

........................................................................................................................................... 57

Figure 4.6. Modified Goodman diagram for Ti-6Al-4V square and hexagonal unit cells at

given relative densities. G1

and G2 square under uni-axial loading (a), and shear loading

condition (b); G1 and G

2 hexagon under uni-axial loading (c), and shear loading (d). .... 59

Figure 5.1. Commercially available stents developed for prescribed applications

(Masoumi Khalil Abad et al., 2012). ................................................................................ 62

Figure 5.2. Schematic view of Nitinol stress-strain curve. .............................................. 65

Figure 5.3. Schematic view of the proposed G2-continuous cell geometry: (a) the

proposed E cell geometry; (b) parameterization required for the synthesis of a G2-

continuous cell shape; (c) inner boundaries of initial design and structurally optimized E

cell. .................................................................................................................................... 66

Figure 5.4. Structurally optimum stent. (a) a straight row of lattice cells, (b) a row folded

into a cylinder. .................................................................................................................. 70

Figure 5.5. FEA results for E cell. (a) Strain distribution in the shrunk stent; (b) first

principal strain in the stent after stent deployment under 100 mm-Hg mean pressure.; (c)

von Mises stress (in MPa) distribution in the artery after stent deployment under 100 mm-

Hg mean pressure. The maximum value occurs at the interface between stent and artery

wall. ................................................................................................................................... 70

Figure 5.7. Plots of number of cells in the circumferential and radial direction, thickness

and width of cell elements versus radial force, fatigue safety factor, and metal area in

contact with artery for E cell geometry. (a-c) effect of nc for , nl = 10,t = 0.28mm, w =

0.45mm (d-f) effect of nl for t = 0.28mm, w = 0.45mm , nc = 8; (g-i) effect of t for, w =

0.45mm , nl = 10, nc = 8; (j-l) effect of w for, t = 0.28mm , nl = 10, nc = 8 for E cell

geometries. R stent is a benchmark stent design (Kleinstreuer et al., 2008b); its design

parameters are nc = 20, nl = 10, t = 0.28mm, w = 0.35mm. ............................................. 72

Figure 6.1. Rotary catheter with rigid internal shaft ........................................................ 79

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Figure 6.2. Initial design of the protective cage. (a) Front and top views; (b) 3D view of

the cage and its supporting ring. ....................................................................................... 81

Figure 6.3. Experimental set-up for concept evaluation of the cage in a straight tube. ... 82

Figure 6.4. (a) 3D geometry of the proposed lattice; (b) portion of 2D lattice mesh of the

lateral surface of the cage; (c) parameterized quarter of the lattice unit cell. ................... 83

Figure 6.5. (a) von Mises strain distribution in the compressed cage design I; (b) radial

supportive force versus inner radius of the cage design I. ................................................ 84

Figure 6.6. Second design of protective cage. ................................................................. 85

Figure 6.7. Lattice cage on a curved geometry. The clips linking the series of lattice

hoops allow the cage to adjust to change in the vein geometry. ....................................... 85

Figure 6.8. Experimental set-up for concept evaluation of the cage in a curved path; (a)

test set-up and one of its adjustable pillars; (b) and (c) two curved paths of the the cage

design II that can successfully guide the rotary catheter bundle. ..................................... 86

Figure 6.9. (a) von Mises strain distribution in the outer wall of the compressed cage

design II; (b) radial supportive force versus the inner radius of the cage design II. ......... 87

Figure 6.10. Shrinking mechanism consisting of handle, guiding rings and threads to

shrink the lattice tubular cage. .......................................................................................... 88

Figure 6.11. 3D model of the blood flow in the reference, or R version (left) and cage-

supported, or C version (right) of the rotary oxygenator. ................................................. 90

Figure 6.12. Discretized model of the blood volume flowing in the R and C versions of

the rotary oxygenator; (a) 3D view of the meshed model of the R version. (b) The refined

mesh near the boundaries of the R version was obtained by using boundary adaption

method. (c) and (d) 3D and side views of the discretized model of the blood volume

flowing in C version of the rotary oxygenator meshed with tetrahedron elements. ......... 92

Figure 6.13. (a) and (b) 3D and side views of the CAD model of the blood flow in the C

version of the oxygenator obtained by dividing the blood volume into primitive and

irregular volumes; (c) 3D view of the meshed model; (d) the refined mesh near the

boundary walls of the C version obtained by using the boundary adaption method. ....... 92

Figure 6.14. Taylor vortices pattern in rendered views of the velocity distribution in the

R (up) and C (down) versions of the rotary oxygenator. .................................................. 97

Figure 6.15. Velocity distribution in r z and r planes of the (a) R and (b) C

versions of the rotary oxygenator. .................................................................................... 98

Figure 6.16. Shear stress distribution in the r z and r planes of the (a) R and (b) C

versions of the rotary oxygenator. .................................................................................... 98

Figure 6.17. Total Pressure distribution in the r z and r planes of the (a) R and (b)

C versions of the rotary oxygenator. ................................................................................. 99

Figure 6.18. Path lines of the particles released from the inlet surface(s) of the (a) R and

(b) C versions of the rotary oxygenator. ........................................................................... 99

Figure 6.19. The maximum shear stress and average residence time of R and C versions

of the rotary catheter (solid red circle) on the chart developed based on published

threshold values for hemolysis blood damage adapted from (Day et al., 2006). ............ 101

Figure 6.20. Results of particle tracking in C version of rotary catheter; (a) and (b)

variations of shear stress and velocity versus residence time of a completed particle

released from the inlet surface(s) of figure 6.14; (c) and (d) variations of shear stress and

velocity versus residence time of a completed particle released from the inlet surface(s)

of figures 6.14. ................................................................................................................ 102

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XVII

Figure B. 1. (a) Commercially available membrane oxygenator with bundle of hollow

fiber membranes (bottom left), the micro-porous structure of fibers is shown in the

bottom right (b). Intravenous membrane oxygenator with pulsating balloon , or HC.

Pictures are adapted from (Federspiel and Svitek, 2004b) and (Svitek, 2006)............... 113

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Table 3.1. Material properties of bulk solid materials………………………………….40

Table 3.2. Yield and ultimate strength of G1 unit cells for square and hexagonal

lattices…………………………………………………………………………………....47

Table 3.3. Fatigue to monotonic performance ratio, /e us , for G1 lattices made of Ti-

6Al-4V and Al 6061T6 (material properties in Table 1) at given relative densities……47

Table 4.1. Yield and ultimate strength of the optimum G1 and G

2 unit cells for square and

hexagonal lattices………………………………………………………………………...58

Table 4.2. Fatigue to monotonic performance ratio, /e us , of optimum G1 and G

2

lattices made of Ti-6Al-4V and Al 6061T6 (material properties in Table 1 of chapter 3)

at given relative densities………………………………………………………………...58

Table 5.1. Nitinol material properties (Kleinstreuer et al., 2008b) .……………………68

Table 5.2. Comparison of stent performances. Reference cell, or namely R cell, from

(Kleinstreuer et al., 2008b)…...………………………………………………………….71

Table 6.1. Average shear stress in Pa on the catheter wall of the R version oxygenator

rotating at 7000 rpm for different number of elements and turbulence models…………95

Table 6.2. Numerical and experimental values of average shear stress in Pa on the

catheter wall of the R version of the oxygenator rotating at different rotational

speeds..……………………………………………………………………………...……96

Table 6.3. Results of mesh-sensitivity analysis of the R version of rotary catheter….....96

Table 6.4. Results of mesh-sensitivity analysis of the C version of rotary catheter…....96

Table 6.5. Blood damage caused by R and C versions of the rotary oxygenator spinning

at 7000 rpm……………………………………………………………………………..102

List of Tables

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Introduction

1.1. Background and Motivation

Engineering cellular materials are hybrid materials obtained by distributing voids in a

solid medium. The voids can have a stochastic architecture (foams) or their shape and

size can follow a tailored pattern (lattice materials). In particular, lattice materials are

defined as periodic cellular materials obtained by tessellating the plane, or the space, with

a 2D or 3D unit cell along independent directions.

Besides being mechanically superior to other materials (Fleck et al., 2010; Schaedler et

al., 2011; Vigliotti and Pasini, 2012a), lattice materials have been shown to be attractive

for their multifunctional properties, e.g. thermal insulation, sound resistance and shock

energy damping; they are thus of potential use in a broad range of applications, including

battery electrodes, catalyst supports, vibration insulators, jet-engine nacelles, ultra

lightweight sandwich panels, and biomedical implants (Banerjee and Bhaskar, 2009;

Gibson et al., 2010; Kumar and McDowell, 2009; Mullen et al., 2009; Murr et al., 2010;

Schaedler et al., 2011). New advancements in manufacturing process, such as rapid

prototyping manufacturing techniques, have offered engineers and material scientists a

precise control over the microstructure of the lattice materials. Schaedler et al. (2011)

reported manufacturing of an ultralight (densities below 1 miligram/cm3) micro-lattice

material obtained by ordering the octahedral unit cells at the nano scale. This is currently

considered the lightest material in the world. Thanks to the tailored distribution of the

solid material at its microstructure, the stiffness of the micro-lattice scales with its

relative density following2. This shows a distinct contrast with the stiffness of

available ultralight foams, e.g. aerogels, that follow the law of 3. In addition, the

synthesized micro-lattice material has a recoverable range of strain of 50% and energy

Chapter 1

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absorption similar to elastomers. The use of lattice materials is anticipated to grow further

in daily life applications through future advancements in the cost and volume of the

manufacturing processes.

Figure 1.1. (a) Stent lattice consisting of three rows of unit cells; (b) individual row consisting of

20 diamond-shaped unit cells; (c) sharp-corner diamond unit cell, used in commercially available

stents; (d) rounded diamond unit cell; (e) superelliptical unit cell (Masoumi Khalil Abad and

Pasini, 2013).

1.1.1. Stent-like lattice devices

This thesis deals with planar lattice materials and structures. A lattice structure, i.e. a

finite periodic arrangement of unit cells, can be conveniently used to design stent-like

implants, such as vascular and other stents.

Vascular stents (figure 1.1) are permanent tubular scaffolds that support blood vessels

from the inside of the lumen. They are typically used to prevent reclosure, or restenosis,

of a blood vessel following balloon angioplasty, which is a clinical procedure used to

treat several medical conditions, including peripheral artery disease, renal vascular

hypertension, carotid artery disease (leading to stroke), coronary artery disease (leading

to a heart attack), and the narrowing of large arteries and central veins (Schrader and

Beyar, 1998). Over one million vascular devices are implanted annually in patients to

treat the aforementioned cardiovascular diseases (James and Sire, 2010).

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Vascular stents are also used to deploy and support endovascular grafts, arterial

endoprostheses, and self-expanding heart valve implants (Kleinstreuer et al., 2008a). A

stent-graft (or simply graft) consists of a tubular fabric sutured to a stent; it is commonly

inserted into a vessel, such as the aorta, to create a pressure seal that prevents blood flow

around the stent-grafts into the aneurysm. After insertion, a stent-graft provides a new,

normal-sized lumen that is conducive to blood flow.

In 2009, we exploited the structural characteristics of a planar lattice to design a self-

expandable and retractable protective cage for a state-of-the-art percutaneous respiratory

assist catheter (PRAC) with rotary bundle (Masoumi Khalil Abad et al., 2011). The

oxygenator catheter is designed to be inserted percutaneously from the femoral vein and

to be deployed into the vena cava. After the seven or ten days required for the lungs to

heal, the cage-catheter assembly should be removed from the body. It is expected that the

designed device should contribute to make the rotary oxygenator market-ready.

Stent walls may consist of a planar lattice obtained by the replication of a unit cell along

periodic directions (see Fig. 1.1). Durability is one of the critical design requirements that

a stent should possess to guarantee patient survival. During 10 to 15 years of device use

with an average heart rate of 72 heartbeats per minute, vascular stents and grafts must

withstand 400 to 600 million loading cycles. As a result of repeated cyclic loading,

fatigue fracture can occur and subsequently cause restenosis, thrombosis, perforation of

the blood vessel, or, in the case of grafts, aneurysm rupture. Durability of stent-grafts can

be further compromised as a result of fabric erosion and suture breakage, which also

leads to aneurysm rupture. Another critical mechanical function of stents is sustaining

anchorage to the blood vessel to prevent device migration. Moreover, the stent must be

able to resist collapse under the external pressure of the blood vessel while ensuring that

the blood vessel remains unscathed.

The shape and topology of the unit cell of stent lattices can be designed to improve its

fatigue resistance and to increase the compressibility of the device required for its

percutaneous deployment via a catheter. Size and thickness of a lattice unit cell are also

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geometric variables that can be tailored to improve the mechanical performance and

fatigue fracture resistance of stents.

1.1.2. Fatigue failure

In several applications, the load applied to a lattice material or structure is far from being

static. The recurring waves on a ship’s hull, the aero-acoustic excitation of a turbine

engine, and the rhythmic forces acting on an orthopedic implant during the swing phase

of walking are all classical examples of time-dependent loads (Côté et al., 2006; Côté et

al., 2007a; Côté et al., 2007b; Fleck and Eifler, 2010; Fleck and Qiu, 2007; Fleck and

Quintana-Alonso, 2009). A cyclic load generally has a detrimental impact on the

resistance of lattice materials. Factors that govern fatigue failure are not limited to the

alternating and mean stresses, load frequency, environment conditions, and macroscopic

form of the structure, but also include the geometry of the microstructure, i.e. the

geometry in which the unit cell of the lattice is shaped. If geometric discontinuities are

embedded at either the macro or the micro scale or both, then a severe drop in fatigue

resistance is observed. For example, crack propagation in cellular materials can be

tailored by using a designed pattern of thickness distribution among different walls of

each unit cell (Lipperman et al., 2009; Simone and Gibson, 1998).

1.2. Open research issues

There are several open research issues within the scope of the fatigue design and shape

synthesis of lattice materials that need to be addressed. The following summarizes the

research topics that this thesis aims to address.

1) Computational fatigue design of lattice materials considering a realistic microscopic

stress distribution in cell walls. As the state of the art survey in the second chapter of

the present thesis illustrates, the fatigue failure of cellular materials, and in particular

lattice materials, has received less attention than their monotonic quasi-static and

dynamic properties (Banerjee and Bhaskar, 2005; Banerjee and Bhaskar, 2009;

Gibson and Ashby, 1999b; Masters and Evans, 1996; Ruzzene, 2004; Schraad and

Harlow, 2006; Wang and McDowell, 2004a, 2005). From the literature on lattice

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materials, it appears that most of the methods for fatigue design rely on experiments

that are tailored to handle selected lattice topologies and materials; they are time

consuming and often expensive. Theoretical approaches, on the other hand, seem to

lack accuracy since they may fail to capture the real stress distribution in the lattice

cells. Developing a computational methodology that can predict the fatigue behavior

of lattice materials considering a realistic stress distribution in the cells of the lattice

is a topic of interest that has not yet been fully addressed.

2) Geometrical design of the architecture of the lattice cells for fatigue. Besides the

fatigue behavior of their constituent solid material, fatigue resistance of lattice

materials is controlled by the shape and size of their unit cells. However, to date there

is a limited number of studies aimed at improving the fatigue resistance of lattice

materials by tailoring the geometrical architecture of their unit cells. The

implementation of established structural optimization strategies for the fatigue design

of the micro-architecture of the lattice materials is an open research topic.

3) Application of the design method (point 2) developed for lattice materials to improve

the fatigue resistance of stents. Since a stent may be considered as a planar lattice

structure, its structural properties can be tailored to attain desired structural functions

and performance. The shape optimization of a planar lattice cell to improve the

durability of stents is an open research issue.

4) Design of a lattice cage for the protection of an intravenous oxygenator with rotary

fiber bundle. The rotary oxygenator developed by ALung Technologies Inc. is a very

promising alternative to current mechanical ventilation devices for treating patients

with acute and chronic respiratory diseases. Technical complications resulting from

the rotation of the catheter at high speeds inside the vena cava have recently halted

the further development of this oxygenator. The conceptual design and optimization

of a protective cage that can guide the rotation of the catheter is an open research

issue that has not been satisfactorily addressed yet.

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1.3. Objectives

The goals of this thesis are to:

1. Develop a computational method for the fatigue design of lattice materials that can

capture accurately the stress distribution in the unit cells of the lattice.

2. Tailor a design method to optimize the unit cell geometry of a lattice for fatigue.

3. Apply the fatigue optimization method developed in point 2 to improve the fatigue

strength of self-expandable stent grafts.

4. Design and optimize the protective cage made of a lattice for PRAC with rotary

bundle.

1.4. Thesis outline

After the introduction, a literature review describes the basics of structural analysis to

model the monotonic and fatigue resistance of lattice materials. The various failure

modes of cell walls and their role in the strength of planar lattices are described, and the

roles of cell walls on the mechanical properties of lattice materials are explained. The

literature of the fatigue of cellular materials is reviewed. The chapter continues with

explaining the computational methods developed to obtain the homogenized properties of

lattice materials. It concludes with the open research areas that motivate the rest of this

thesis.

5. In chapter 3 a computational method to design planar lattice materials against fatigue

failure is introduced. The proposed method is validated with the experimental results

available in literature. Two cell geometries are selected and their fatigue behavior is

investigated using the method proposed in this thesis. It should be noted that in

chapter 3 we consider fatigue resistance of lattice materials in general and do not

target a specific application, such as stent-like devices.

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In chapter 4 a cell shape optimization method is implemented to improve the fatigue

strength of planar lattice materials. The methodology is applied to improve the fatigue

resistance of cellular materials with hexagonal and square unit cell shapes. The results are

compared with the fatigue strength of the unit cells studied in chapter 3. Similar to

chapter 3, in chapter 4 we optimize the geometry of planar lattice materials in general and

do not consider specific application.

In chapter 5 the shape optimization method to improve the fatigue resistance of planar

lattice materials described in chapter 4 is applied to improve the durability of Nitinol self-

expandable stent-grafts. This chapter first briefly reviews the description of stent

typology and stents’ application and design challenges. Then the shape optimization

strategy described in chapter 4 is implemented to design a self-expandable Nitinol stent-

graft against fatigue failure. A parametric study is carried out to investigate the effect of

the selected geometric parameters on the fatigue resistance and radial stiffness of the

stent.

Chapter 6 presents the conceptual design and optimization of a novel protective cage for

the state-of-the-art intravenous rotary oxygenator recently developed by ALung Inc. The

in vitro tests performed to validate the proposed concepts are explained. The finite

element modeling (FEM) that investigates the structural behaviors of the cage is

described. Computational fluid dynamics (CFD) analyses that study the effect of the

lattice cage on the level of blood damage caused by the oxygenator-cage assembly are

surveyed.

The thesis ends in chapter 7 with conclusions and suggestions for future work.

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Chapter 2

Literature review

2.1. Objectives

This chapter reviews the literature on the failure mechanisms and strength of cellular

materials. Experimental, theoretical, and numerical approaches to predict the failure of

both periodic and stochastic cellular materials are described. The role of the shape of cell

walls in the strength of planar lattices is explained. Fundamental topics on the

degradation of cellular materials are presented to demonstrate the fatigue behavior of

lattice materials. The basic concepts used to derive and obtain the failure surfaces of

cellular materials under multi-axial loading are reviewed. Alternative approaches to

determine the effective elastic and strength properties of cellular solids are also

discussed. The chapter concludes with a list of open, un-resolved issues that represent

directions for future inquiry and motivate the remainder of this thesis.

2.2. Introduction to the failure behavior of cellular materials

The definition of failure in a mechanical component varies from one design to another. In

one design the material’s yielding may be the main concern, while in another design only

avoiding plastic collapse or buckling may be required. Similar to those of composite

materials, the failure modes of a cellular component are governed by the properties of the

solid material, the cell topology and its geometrical parameters, and the macrogeometry

of the structure, as well as the loading and boundary conditions. For example, a sandwich

panel made of a cellular core under three-point bending may fail because of indentation,

fracture, buckling or wrinkling of the face sheets, de-bonding of the core and the face

sheet, or core shear failure (Triantafillou and Gibson, 1987). Various failure modes can

be illustrated on failure maps (Triantafillou and Gibson, 1987). Theoretical and

experimental approaches have been successfully used to develop failure maps for

sandwich panels with both periodic and stochastic cellular cores; the maps enable

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designers to select material and structural variables that can prevent a given mode of

failure (Lim et al., 2004; Petras and Sutcliffe, 1999; Triantafillou and Gibson, 1987).

Besides structural failures, such as those identified above for a sandwich beam, the

microstructure of a cellular material can fail under other modes related to the material’s

microstructure. At the meso or micro scale, for example, yielding, fracture, and buckling

of the cell wall have been identified as the main failure modes of a cellular material

(Gibson et al., 1989; Lipperman et al., 2008a; Lipperman et al., 2009; Lipperman et al.,

2008b; Triantafillou and Gibson, 1990; Triantafillou et al., 1989; Zhang et al., 2008). The

results of these investigations show that the strength and failure modes of a cellular

material depends on several parameters including, but not limited to, the rate of loading

(static, dynamic, impact loadings), loading type (tensile, compressive, shear, or multi-

axial loading), manufacturing defects, and environmental conditions.

2.2.1. Failure modes of the cell walls

The effective mechanical properties and failure mechanisms of cellular materials are

governed by two main classes of parameters: first, the properties of the solid material,

such as its Young’s modulus, yield and ultimate strengths; and second, the attributes of

the voids, i.e. cell geometry and volume percentage (Gibson and Ashby, 1999a). For

example, under compressive loading a thick cell wall tends to fail because of plastic

collapse, while a thin one would buckle before fracture. On the other hand, in contrast to

a ceramic cell wall that breaks because of brittle crash under compressive loading, a

polymeric one buckles before plastic rupture. One of the main goals of this dissertation is

to study the fatigue resistance of various cell shapes of planar lattices, in general, and

effectively apply them to biomedical design, as shown in chapter 5and 6. The diversity in

the failure mechanisms of cellular materials due to the different failure mechanisms of

bulk solid materials is bracketed by considering only the failure mechanisms of metallic

cellular materials.

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2.2.1.1. Cell wall buckling

In contrast to solid bulk materials that are normally weaker under tension, cellular

materials are more sensitive to compressive loading. Buckling of cell walls, especially at

low relative densities, is one contributing factor in this characteristic of cellular materials

(Gibson et al., 1989; Triantafillou and Gibson, 1990; Triantafillou et al., 1989). The cell

wall of a lattice at low relative densities can be compared to a column with constrained

joints, which, under microscopic compressive loads, is more prone to buckle than to

fracture from excessive plastic deformation. Lattices with both bending and stretching

dominant failure modes may fail because of cell wall buckling. Gibson et al. (1989)

studied the buckling of cell walls of a hexagonal lattice under compressive macroscopic

loading (figure 2.1). Both axial ( 1 2 ) and biaxial ( 2 1) modes of buckling were

considered (figure 2.1). The analysis was performed by postulating that buckling of a cell

wall under a critical compressive axial load is governed by the Euler formula for the

buckling of structural columns:

2 2

2

scrit

n E IP

h

(2.1)

where h is the cell member height, I is the second moment of area of the member cross-

section, and n is a constant depending on the rigidity of the cell joints. A theoretical

study on the hexagonal lattice under various macroscopic stress ratios, or 1 2/ , was

carried out to find the n values for the first two modes of buckling of cell walls. Figure

2.2 shows how cell wall buckling controls the failure of a unit cell under compression,

while the plastic collapse of the cell walls is the dominant failure mechanism under

tension.

2.2.1.2. Cell wall fracture

Schaffner et al. (2000), in a numerical study on the crack accumulation in 2D Voronoi

honeycombs under cyclic loading, showed that the fracture of only 1% of the cell walls of

a lattice can reduce the stiffness of the whole material by 15%. Nieh et al. (2000)

experimentally showed that the strength of cellular foams at low relative densities

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changes with the morphology and orientation of the cells. Cell wall rupture in a lattice

made of either ductile, brittle metallic, or non-metallic bulk materials under various

loading conditions has been extensively studied in the recent past (Huang and Gibson,

1991; Lipperman et al., 2008a; Lipperman et al., 2007a, b, 2009; Lipperman et al., 2008b;

Maiti et al., 1984a; Maiti et al., 1984b; Ryvkin et al., 2004).

Figure 2.1. Schematic view of hexagonal lattice under biaxial compressive loading Adapted from

(Gibson et al. 1989).

In a series of fundamental studies, Gibson and Ashby (1999a) and Gibson et al. (1989)

found simple expressions describing cell wall fracture for both foam and lattice materials.

The ductile and brittle ruptures of cell walls were examined. Equilibrium equations for a

hexagonal lattice under bi-axial loading (figure 2.3 (a)) were used to find axial forces and

bending moments that act on each cell wall. The cell walls were assumed to behave as

beam elements with constant cross-section that can resist both bending moments and

axial forces. The material properties of the cell walls were taken to be the bulk solid

material, i.e. Young’s modulus of sE , the Poisson ratio of v , and a rupture modulus of

s . The maximum stress found to occur at the cell joints of each unit cell in figure 2.3(c)

is given by:

2

aeq

F Mt

bt I (2.2)

where eq , aF , and M are, respectively, the maximum stress, the axial force, and the

maximum bending moment acting on the cell wall. The cell wall fractures under

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excessive plastic deformation when eq reaches the rupture modulus s of the cell

wall’s bulk material. This condition limits the allowable stress level to a certain

boundary, as shown in figure 2.2. It can be seen that the allowable boundary in

compression is dominated by elastic buckling rather than by plastic collapse.

Figure 2.2. Failure surface of a 2D hexagonal lattice (Gibson et al. 1989).

Figure 2.3. (a) Biaxial stress state acting on a hexagonal unit cell. (b) free body diagram of the

inclined member. (c) the model of plastic collapse indicating the place of plastic hinges formed

under bending (Adapted from Gibson et al. 1989).

The presence of defects, e.g. fractured and missing cell walls, reduces the strength of a

cellular material under tension. Thus, while the boundaries of figure 2.2 accurately

represent the strength of the cellular material under compressive loading, they

overestimate the strength of a flawed cellular material under tensile loading. The

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macroscopic tensile strength of 2D honeycombs in the presence of macroscopic cracks

has been thoroughly investigated by many authors (Gibson and Ashby, 1999a; Gibson et

al., 1989; Lipperman et al., 2008a; Lipperman et al., 2007a, b, 2009; Lipperman et al.,

2008b; Ryvkin et al., 2004). Gibson and Ashby (1999a) and Gibson et al. (1989) assumed

that a macroscopic crack of the length of 2a is embedded in an infinite lattice, and that

the crack tip advances for one unit cell by breaking the nearest cell wall. The

macroscopic stress required to advance the crack was determined by using a fracture

mechanics method, in which the crack length is assumed to be sufficiently large to

consider the cellular material ahead of the crack tip behaving as a continuum. Thus, the

stress distribution around the crack tip of a sample loaded in fracture mode I can be

expressed as:

1r

a

r

(2.3)

where r is the stress at a distance r from the crack tip. If the crack tip is assumed to be

located at the center of the unit cell, the equilibrium of moments in the out-of-plane

direction gives the bending moment, M , acting on the nearest cell wall as:

sin

2

0

sin( )

2

h l

r

h lM b r dr

(2.4)

where h , l , , and b are the cell wall parameters as shown in figure 2.3(a). The axial

component of the stress is found, as shown in figure 2.3(b), for the plastic collapse of the

cell walls. These two components can be added to find the maximum stress in a cell wall

as expressed by equation (2.2).

The cell wall is assumed to fracture when the maximum equivalent stress exceeds the

ultimate strength of the cell wall’s solid bulk material, s . However, as shown by Fleck

and Qiu (2007) , for a crack length beyond a transition length, the tensile strength of the

periodic lattices is independent of the length of the crack. The value of the transition

crack length is defined to be a function of the shape of the unit cell as well as the loading

condition. Fleck and Qiu (2007) obtained the deformation field, and hence the stress

distribution of the material via the FEA of a 2D lattice made of a large number of unit

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cells with a pre-existent macroscopic crack. Closed-form expressions of the stress

intensity factor were obtained as a function of the relative density for lattices with

Kagome, hexagonal, and triangular unit cells. While the approach used in this study has a

theoretically established base, a large number of unit cells were required to capture

accurately the deformation field ahead of the macroscopic crack. Thus this method is

deemed to be computationally expensive, especially when the design objective is to find

an optimum or at least a proper, material distribution within each unit cell. To overcome

this obstacle, (Lipperman et al., 2008a; Lipperman et al., 2007a, b; Ryvkin et al., 2004),

in a series of publications, employed the discrete Fourier transform to find the exact

deformation (stress) field in an infinite 2D lattice with an embedded finite crack. This

method postulates that the periodicity of the lattice, which is violated by a group of

fractured or missed cell walls at the crack edges, can be restored by using a series of self-

equilibrating forces and moments to close the crack. Given a periodic arrangement of unit

cells, the system of the nodal displacement and forces of the lattice was calculated by

using the discrete Fourier transform. The unknown values of self-equilibrating forces and

moments were then obtained by applying free traction conditions at the crack boundaries.

This method has a robust mathematical base and is claimed to save computation time.

The method has been further developed to find a material distribution within one unit cell

that improves the fracture toughness of the lattice. This cell design method is explained in

more detail in the following sections of this chapter.

2.3. The role of the cell wall in the strength of planar lattice materials

The studies reviewed in the previous section investigated the failure mechanisms of the

lattices at the microscopic level. However, it is generally assumed that the cell walls

behave as slender structural beam elements with a constant cross-sectional area. This

assumption simplifies both the mathematical formulation and the FE models. Several

authors have argued about the accuracy of this assumption. For example, (Simone and

Gibson, 1998) showed the significant effect of the distribution of material within each

unit cell on the stiffness and strength of a 2D hexagonal lattice at the macro-level. In their

study, the strength and stiffness of the unit cells with walls of variable cross-sectional

area were normalized with respect to those of the unit cells modeled with structural beam

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elements of constant cross-sectional area. The cell walls were defined by a series of

plateau segments which were joined with an arc fillet. The radius of the fillet, was set as a

design variable that governs the amount of material confined between two plateaus. The

representative volume element was meshed with continuum planar elements that can

capture more accurately the material distribution within the unit cells. At each relative

density, two radii of curvature maximizing the stiffness and strength of the lattice were

identified. These optimum values were observed to be almost equal. This shape of the

unit cell was later used by Lin and Huang (2005) to study the creep response of

hexagonal lattices; similar conclusion on the dependency of the creep behavior on the

material distribution in the cell walls was drawn.

In another study highlighting the effect of material distribution on the mechanical

properties of cellular materials, Li et al. (2003) estimated the stiffness and strength of a

dual cell size aluminum foam by using an idealized FE model of a 2D lattice. They

identified the position of plastic hinges and showed that the stiffness and strength of the

material for a given relative density are controlled by the ratio of the void radii, r R .

The studies of Lipperman et al. (2009) and Lipperman et al. (2008b) were carried out

with the aim of improving the fracture toughness of planar lattices. In these works, the

methodology they previously introduced, as described earlier in this chapter, was used to

find the stress distribution in a unit cell of a cracked lattice. Lipperman et al. (2008b)

optimized the fracture toughness of cracked 2D planar lattices meshed with continuum

planar elements. In this study, void profiles with an elliptical shape as well as those

defined by a given mapping function, ( )f z , were considered. The stress intensity in each

lattice was plotted as a function of a series of the geometrical design parameters. It is

shown that each unit cell shape has an optimum geometrical parameter that maximizes

the normalized fracture toughness of the lattice.

In another study, Lipperman et al. (2009) proposed two different methods to optimize the

fracture toughness of hexagonal and triangular planar lattices. First, they assumed un-

symmetric RVEs that have cell walls with uniform but different cross-sectional areas.

They considered all possible directions for crack propagation in each lattice and then

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found the optimum solution that maximizes the fracture toughness. The minimum and

maximum allowable wall thicknesses were considered as design constraints. The

optimum distribution of the cell walls for each lattice was obtained. It was found that this

method can improve the fracture toughness of the triangular and hexagonal unit cells,

respectively, by 20% and 6%. In a next step, they maximized the fracture toughness of

hexagonal and triangular lattices made of cell walls of variable thicknesses as shown in

figure 2.6(a). The cell wall profiles were considered to be polynomials of degrees 2, 3,

and 4. The polynomial coefficients that maximize the fracture toughness of each lattice

were found by formulating an optimization problem. The optimization problem was

solved by using the sequential quadratic programming method implemented with the

fminmax MATLAB function. The optimum cell wall profiles for a hexagonal lattice are

shown in figure 2.6. It was demonstrated that using an optimum thickness profile

significantly improves the fracture toughness of the hexagonal lattices up to 103.7%,

while it has a relatively negligible effect, 4.8%, on that of the triangular lattice. This work

shows that the material distribution within the cell wall plays a key role in the strength

and fracture toughness of the lattice materials. However, the optimum cell wall

geometries were obtained with polynomial functions of degrees 0 to 4. It was shown that

the fracture toughness of the lattice increases when using higher degree polynomials to

define the cell wall’s profile. But using higher degree polynomials leads to oscillation of

the cell wall thickness between its two extremes, what is called Runge’s phenomenon. As

will be described in detail in chapter 4, this limitation can be resolved by using piecewise

smooth polynomials, or splines.

2.4. Life-time strength degradation of cellular materials

It is known that the strength of a material degrades during its service life. Creep and

fatigue are two well-known phenomena that deteriorate the strength of cellular materials.

The former happens in components that work at elevated temperatures, such as heat

exchangers and fuel cell interconnects; in such cases, cellular materials fail because of

creep buckling and rupture of their cell walls (Andrews et al., 1999). Fatigue is caused by

crack propagation in cell walls undergoing cyclic loading (Liu, 2005). It has been shown

that cell wall geometry plays a significant role in the creep response and fatigue

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resistance of cellular materials (Lin and Huang, 2005; McCullough et al., 2000). In the

present thesis, a numerical method is presented to design a cellular material against

fatigue failure. Thus, the purpose of the next section is to review the available literature

on the fatigue of cellular materials.

2.4.1. Fatigue loading

In many instances, the lattice material has to withstand cyclic loads; Fatigue is thus an

essential aspect to be considered in the design under repetitive loads. From the literature,

it appears that fatigue failure of cellular materials, e.g. foams and lattices, has received

less attention than their monotonic, quasi-static, and dynamic counterparts (Banerjee and

Bhaskar, 2005; Banerjee and Bhaskar, 2009; Gibson and Ashby, 1999b; Masters and

Evans, 1996; Ruzzene, 2004; Schraad and Harlow, 2006; Wang and McDowell, 2004a,

2005). Among the work available on the fatigue behavior of cellular materials, both

theoretical and experimental approaches have been used. The latter, however, are

predominant and stem mainly from experiments on foams (Burman, 1998; Kolluri et al.,

2008; Kulkarni et al., 2003; Kulkarni et al., 2004; McCullough et al., 2000; Noble, 1983;

Noble and Lilley, 1981; Olurin et al., 2001). The goal of these works has been generally

to determine the stress-life curves of foams under shear and axial loading conditions. For

example, Burman (1998) conducted an extensive experimental investigation on fatigue

behavior of sandwich panels made of polymeric foam cores under common loadings

including uni-axial and pure shear loading. Various experimental data and graphs, such as

stress-life curves of PVC and PMI foam cores, were extracted. The data can be used in

the design of sandwich panels made of these materials. Observation on the formation and

propagation of fatigue cracks showed that over the entire length of the shear zone, several

micro-cracks were initiated along a horizontal line at the middle of the specimen; FEM

results showed that this region had a maximum shear stress. Propagation and inter-

connections of these micro-cracks, under alternating loading, led to a horizontal macro-

crack between two load supports. Eventually, the horizontal crack kinked and extended

toward the panel faces and led to the fracture of the sandwich panel. In this study, the

effect of mean stress on the fatigue failure of foam cores was also examined by

experimentally developing Haigh diagrams. Haigh diagrams typically show safe

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combinations of alternating and mean stress levels that lead to a desirable fatigue life. It

was shown that i) the effect of alternating strain on the fatigue life of the core is more

significant than the effect of mean stress, and ii) the reversible cyclic loadings, tension-

compression loading, lead to a significant reduction of the fatigue life. In another work,

Olurin et al. (2001) experimentally characterized the fatigue crack propagation rate in

closed-cell aluminum alloy foams, Alulight and Alporas, under the alternating loading

condition of fracture mode I. Fatigue crack propagation was observed to be controlled by

linearly elastic fracture mechanics, or LEFM. However, the high sensitivity of the crack

propagation rate to the level of alternating stress intensity showed that the conventional

damage-tolerant methodology is not appropriate for the fatigue design of foams. Motz et

al. (2005) experimentally compared the fatigue crack propagation in two types of cellular

solids, hollow sphere structures made of a stainless steel (316L) versus a closed-cell

aluminum foam. Due to stress concentration at the sphere-sphere bonding, the fatigue

strength of the former was found to drop from 50% to 65% compared to that of the latter.

McCullough et al. (1999) found that ratcheting in closed-cell Alulight foam is the

dominant cyclic deformation mode for a tension–tension and compression–compression

loads.

Studies on the fatigue of lattice materials are much fewer than those on foams. Among

important works are those of Côté et al. (2006), who experimentally characterized the

stress-life curves of sandwich panels with a lattice core. It was shown that sandwich

panels with diamond shape cells under alternating shear stress are weaker than under

axial stress. In another study, Côté et al. (2007b) extracted the S-N curves for sandwich

beams with pyramidal core. Also, collapse maps for monotonic and cyclic loadings of the

sandwich beam were developed. These maps can be used for the design of sandwich

cores to predict the failure mechanism of the lattice with given geometrical parameters

under certain cyclic/monotonic loadings. Moreover, they showed that the weakness of

brazed joints significantly reduces the fatigue strength of the sandwich core under

alternating shear loading.

In another work, Abbadi et al. (2010) experimentally studied the damage accumulation in

sandwich panels with composite honeycomb cores connected to aluminum faces. In

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addition to extracting of the S-N curves for the studied lattice core, two non-linear

damage accumulation models were proposed and were experimentally verified for fatigue

design of composite honeycomb cores under a sequence of variable amplitudes. These

models can be used for the design of other cellular materials, but their validity should be

verified for the design of new cores. In yet another study, Côté et al. (2007a)

experimentally investigated the fatigue behavior of diamond lattice cores made of

stainless steel 316. They reported that the available experimental data for lattice cores

show the fatigue to monotonic strength ratio, ulte /*, to be around 0.3 and 0.2,

respectively, for maximum to minimum load ratio of 0.1 and 0.5 (R=0.1 and R=0.5). The

data gathered from a wide range of lattice cores suggest that the fatigue to monotonic

strength ratio is independent of core topology, relative density, and material.

As mentioned in some of the above studies, experiments show that the fatigue crack

initiates from the connecting region of one unit cell to its neighboring cell Côté et al.

(2006) and Motz et al. (2005) or to the face sheet (Côté et al., 2007b). The crack

initiation can be due to high stress concentration at these points (Motz et al., 2005). A

geometrical stress concentration can happen at a location where two geometric primitive

entities need to be connected (Neuber, 1961b; Teng et al., 2007; Waldman et al., 2001).

Strategies that aim at removing the causes of stress concentration can have a beneficial

effect on the fatigue resistance of a cellular solid. This subject is dealt with in chapter 4 of

this dissertation.

On the theoretical side, several works were carried out to model the fatigue behavior of

lattice materials subjected to both uni-axial and multi-axial loading conditions (Huang

and Liu, 2001a, b; Huang and Lin, 1996). In these studies, the fatigue of honeycomb

lattices under high cycle fatigue (lattice subjected to alternating loads with amplitudes

lower than yield strength of the material) and low cycle fatigue (lattice subjected to

alternating loadings with amplitudes higher than yield strength of the material) were

investigated. Lattices with and without pre-existing macro cracks were examined. Cell

walls were modeled with beam elements and cell-wall-bending was used to study their

fatigue. The material properties of the cell walls, including their fatigue behavior, were

taken to be the same as of their constituent bulk solid material. The maximum

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microscopic stress in cell walls both in the absence and in the presence of a macro crack

was estimated by assuming a unit cell under uniform in-plane multi-axial loading, i.e. (

x , y , xy ). The degradation of cell wall material was studied under two possible failure

scenarios, i.e. the failure of cell walls with and without pre-existing micro cracks. Several

fatigue mechanisms were used to model these failure conditions. In the case of a cell wall

with a micro crack, Paris law relation was used to determine the rate of micro-crack

propagation in a cell under a given alternating loading condition. The fatigue of cell walls

without pre-existing micro cracks was studied by using the Basquin empirical law for

high-cycle fatigue and the Coffin–Manson empirical relation for cells under low-cycle

fatigue (Huang and Liu, 2001a). However, the underlying assumption in these models is

that the cell walls behave as a beam element. As mentioned earlier in this chapter, the use

of beam elements rather than continuum elements, such as planar elements, to model cell

walls does not allow accounting for the real stress distribution of the lattice cell. For

example, these methods do not consider the effect of stress concentration at the corners of

unit cells, a factor that is proven to reduce the fatigue life of a cell; hence these methods

can lead to unrealistic results that limit their use for fatigue design. Chapter 3 presents a

numerical method for fatigue design of cellular solids under multi-axial loading that

considers the real stress distribution within cell walls. The proposed method will be used

to study the effect of cell design on the fatigue strength of lattice materials.

2.5. Effective mechanical properties

The analysis of a lattice material is often conducted by isolating a representative volume

element (RVE) and calculating its properties, which under certain assumptions, represent

the homogenized properties of the macro material. Theoretical, numerical, and

experimental approaches can be used to homogenize the properties of a lattice, including

its stiffness matrix, Poison ratio(s), yield and ultimate strength (Andrews et al., 2001;

Chen and Huang, 1998; Christensen, 2000; Fang et al., 2004; Gibson and Ashby, 1999a;

Hassani and Hinton, 1998a; Hassani and Hinton, 1998b; Kumar and McDowell, 2004;

Masters and Evans, 1996; Vigliotti and Pasini, 2012a, b; Wang and McDowell, 2004b;

Wang et al., 2006; Warren and Byskov, 2002). Figure 2.4 shows that the periodic cellular

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body (on the left) subjected to traction t at the traction boundaryt, a displacement

d at the displacement boundaryd

, and a body force f is replaced by a homogenized

continuum body (on the right) with the same traction boundaries as , but without

the geometrical details and voids of the local coordinate system. Since cellular materials

are typically obtained by a periodic tessellation of a unit cell, the theoretical and

numerical studies are usually performed on their representative volume element (RVE).

From the analysis of the RVE, the equivalent properties of the entire lattice can be

obtained.

Figure 2.4. Homogenization concept of a cellular structure (Masoumi et al. 2011).

Structural analysis, micro-polar elasticity, homogenization based on the Cauchy–Born

hypothesis, and the asymptotic homogenization are four well-established methodologies

used to homogenize lattice materials. Assumptions, benefits, and limitations of each

method for estimating the homogenized properties of lattice materials are briefly

described below.

2.5.1. Structural analysis

In the classical structural analysis, the lattice cell walls are considered relatively slender

to allow the use of simple beam theory. Pure bending, axial, and shear loading or their

combinations are possible in-plane loading conditions acting on a lattice unit cell. The

deformation of the beam elements of a unit cell under a given loading condition can be

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first obtained either theoretically or numerically. Both axial and in-plane shear loadings

are considered. The stress and strain values can be readily extracted from the nodal

deformation and used to calculate the homogenized mechanical properties of interest.

Wang and McDowell (2004a) implemented “structural analysis” technique to derive the

effective elastic stiffness and initial yield strength of metal honeycombs at a given

relative density under in-plane compression, shear, and diagonal compression. The details

of this method can be found in the work of (Wang and McDowell, 2004a). Although

structural analysis allows finding the overall mechanical properties of a cellular material,

it cannot accurately capture the stress distribution within cell walls of complex geometry,

such as cell walls with smooth variable thickness.

2.5.2. Micropolar theory

The classical continuum theory assumes that the kinematic state of a material medium is

only a function of the displacement field, and its and derivatives, of material points. As

an alternative, Eringen (1966) and Eringen (1999) proposed micropolar theory.

Its characteristic features are the existence of couple stresses and asymmetric shear

stresses, and the independence of microrotation at the joints from the displacement field.

The strain measures of micropolar continua are the asymmetric strain tensor and the

gradient of rotations. In other words, two neighboring points of material interact with

each other by transferring both moment and force vectors. Micropolar theory can be used

effectively to capture the rotation and displacement fields of the joints of cell members of

a lattice material. The kinematic field (rotation and displacement fields) of a material

point on the cell wall is described by the macroscopic displacement of the joints and a

microscopic rotation associated with the joint rotation. In other words, general

deformation of a typical cell wall of the lattice is characterized by cell wall stretching

(due to force vector) and bending (due to moment vector). Micropolar theory is not able

to capture accurately the stress distribution within cell walls of complicated geometry.

The mathematical details of this method are beyond the scope of the present thesis and

can be found in the literature (Eringen, 1966; Eringen, 1999).

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2.5.3. Homogenization by Bloch Theorem and Cauchy-Born hypothesis

The Cauchy-Born hypothesis (Bhattacharya, 2003; Bom and Huang, 1954; Maugin,

1992; Pitteri and Zanzotto, 2003) states that the infinitesimal displacement field of a

periodic joint is equal to the deformation obtained by a macroscopically-homogeneous

strain field plus the periodic displacement field of the joint (Elsayed and Pasini, 2010a).

This method has been effectively used to homogenize the properties of lattice materials

through formulating the microscopic nodal deformations of the lattice in terms of the

material macroscopic strain field (Elsayed and Pasini, 2010b; Hutchinson, 2004). Like

the other methods described above, this technique is also unable to accurately capture the

stress distribution within the cell walls. The mathematical formulation of this method can

be found in the literature (Elsayed and Pasini, 2010a).

2.5.4. Asymptotic homogenization method

Asymptotic homogenization is an effective method that can be used not only to calculate

the effective properties of a cellular material but also its strength (Kalamkarov et al.,

2009). Asymptotic homogenization allows obtaining the macroscopic stress field that

lead to the microscopic yield, or fracture, as well as the endurance limit of the lattice.

Asymptotic homogenization is applicable to unit cells with two axes of symmetry and its

underlying assumption is that each field quantity depends on two different scales: one on

the macroscopic level x, and the other on the microscopic level, y=x/ε, where ε is a

magnification factor that scales the dimensions of a unit cell to those of the material at the

macroscale. In addition, the field quantities, such as displacement, stress, and strain are

considered periodic at the microscale and assumed to vary smoothly at the macroscopic

level (Hassani and Hinton, 1998b; Hollister and Kikuchi, 1992).

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Figure 2.5. Periodic boundary conditions for a pair of nodes located on the opposite surfaces,

A and A , of the RVE.

Under the assumption of small deformation, the standard weak form of the equilibrium

equations for a cellular body with the pertinent geometrical details of voids and cell

wall is (Hollister and Kikuchi, 1992)

0 1 *ε ( ) ε ( ) E ε( ) ε ( ) t v t

T Tv v u u d d (2.5)

where E is the local elasticity tensor that depends on the position within the RVE,

0ε ( )v and 1ε ( )v are the virtual macroscopic and microscopic strains, respectively,

ε( )u is the average or macroscopic strain, *ε ( )u is the fluctuating strain varying

periodically at the microscale level, and { }t is the traction at the traction boundary t .

The virtual displacement v may be chosen to vary only on the microscopic level and

be constant on the macroscopic level. Based on this assumption, the microscopic

equilibrium equation can be obtained as:

1 *ε ( ) E ε( ) ε ( ) 0T

v u u d (2.6)

Taking the integral over the RVE volume (VRVE), equation (2.6) may be rewritten as

1 * 1ε ( ) E ε ( ) ε ( ) E ε( ) RVE RVE

T T

RVE RVEV V

v u dV v u dV (2.7)

1

1

1

w

v

u

A A

12

12

12

ww

vv

uu

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The above equation represents a local problem defined on the RVE. For a given applied

macroscopic strain, the material can be characterized if the fluctuating strain, *ε ( )u , is

known. The periodicity of the strain field is ensured by imposing periodic boundary

conditions on the RVE edges (figure 2.6); the nodal displacements on the opposite edges

are set to be equal (Hassani, 1996; Hollister and Kikuchi, 1992). Equation (2.7) can be

discretized and solved for nonlinear material properties via finite element analysis as

described in the literature (Guedes and Kikuchi, 1990; Hassani and Hinton, 1998a;

Hollister and Kikuchi, 1992; Jansson, 1992). For this purpose, equation (2.7) can be

simplified to obtain a relation between the microscopic displacement field D and the

force vector f as

K D f

(2.8)

where K is the global stiffness matrix defined as

1

K km

e

e

, tk B E Be

Te e

YdY

(2.9 a,b)

m

1e

)( being the finite element assembly operator, m the number of elements, B the

strain-displacement matrix, tE the tangent modulus of the elastic–plastic bulk material,

and eY the element volume. The force vector f in equation (2.8) is expressed as

1

f fm

e

e

, tf B E ε( )

e

e e

Yu dY

(2.10)

It is interesting to note that ε( )u in (2.10) describes the initial strain field applied to

each element of the unit cell. As a result, the force vector f is a function not only of the

applied strain but also of the properties of the solid material. If the plastic deformation is

required to be considered, equation (2.8) can be considered as a system of nonlinear

equations that can be solved with the Newton-Raphson scheme. As shown in figure 2.6,

the computational analysis is accomplished by imposing increments of macroscopic

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strain, as described in plastic theory (Bathe, 1996; Cook et al.). While the macroscopic

strain ε( )u is increased monotonically, the force vector increment is computed and

replaced in (2.8) to evaluate the displacement field. During the procedure (Fig. 2.6), the

effective material coefficients are kept constant until the stress reaches the yield strength

of the base material. The mechanical properties of the yielding elements are replaced,

iteratively, with the tangent moduli of the elastic–plastic bulk material (Bathe, 1996;

Cook et al.). Once the displacement field is obtained, the fluctuating strain *ε ( )u is

determined by the product of the strain-displacement matrix,

B , and the nodal

displacement vector. The increment of the microscopic strain is then determined through

the equation:

*ε( ) ε( ) ε ( )u u u (2.11)

The stress field in the unit cell is updated with respect to the elastic strain, and the stress

average is computed over the unit cell to attain the effective macroscopic strength as:

1σ( )

RVERVE

VRVE

u dVV (2.12)

The macroscopic stress, Eq. (2.12), represents either the yield y

or the ultimate ult

strength of the unit cell when the stress level at any local point of the microstructure

reaches respectively the yield or ultimate strength of the solid material. The whole

procedure, which includes the generation of the model and its mesh, as well as the

nonlinear plasticity analysis, can be implemented into available commercial FEM codes,

where the von Mises yield criterion with the associated flow rule has been considered for

plasticity analysis.

2.6. Failure surfaces

As previously described, the mechanical properties of a lattice material, e.g. fatigue

resistance, can be expressed in terms of homogenized properties under different loading

conditions. Often expensive and time-consuming to obtain, the experimental

homogenized values are generally recorded for a limited number of simple loading

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conditions and stress states. As an alternative, numerical approaches can be effectively

used to find the homogenized mechanical properties of a lattice material under various

loading condition. Several theories have been introduced to derive the yield/ failure of a

material in a multi-axial stress state from the uni-axial yield values obtained via

experiments. For example, von Mises, Tresca and Tsai-Wu’s (Tsai and Wu, 1971) are

well-known failure criteria in the design of isotropic and composite materials. In the

realm of cellular materials, several experimental, theoretical, or numerical studies were

conducted to find or derive failure surfaces of these materials (Deshpande and Fleck,

2001; Gibson et al., 1989; Puso and Govindjee, 1995). On the experimental side, several

phenomenological yield functions for cellular materials have been proposed (Deshpande

and Fleck, 2001; Wang and Pan, 2006). On the theoretical side, however, the behavior of

a cell wall under a given loading condition, such as its nodal deformation, moment, force,

strain, and stress values, was obtained theoretically and was used to find the critical

macroscopic loads. For example, Gibson et al. (1989) derived yield and ultimate failure

surfaces for honeycomb lattices based on various failure modes of cell struts under a

given loading condition (recall Fig. 2.3). In their study, the elastic buckling, plastic yield,

and brittle fracture modes of failure were modeled. Based on this work, Puso and

Govindjee (1995) developed a constitutive relation for failure surfaces of foams. These

surfaces were coded in FEA to predict the failure of components made of foams. Again,

the above studies assume that cell walls flex like a thin beam, and thus beam elements

can be used to find the critical loading for the failure of a cell wall strut.

Despite their simplicity, the studies described above do not consider the real stress

distribution within the cell walls. Consequently, in this thesis we aim to find failure

surfaces of lattice materials based on accurate stress distribution at the microscopic level.

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Figure 2.6. Flowchart of the asymptotic homogenization theory steps used to obtain the effective

strength properties of a lattice material.

2.7. Concluding remarks emerging from the literature

From the literature on the strength of lattice materials under cyclic loading, a number of

challenges, which have not been fully addressed yet, emerge. Among these, the thesis

aims to address the following issues:

Fatigue design of cellular materials, in general and not limited to special

application such as stent-like devices, through a realistic stress distribution of cell

walls with tapered cross-section. In many instances, a cellular material undergoes

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cyclic loading, which requires a design against fatigue failure. Available

numerical studies on the fatigue design of lattice materials aim to find the number

of cycles to failure for a lattice under a given loading. It is generally assumed that

the cell walls are structural beam elements with a constant cross-sectional area. It

has been shown that these methods cannot accurately predict the stress

distribution within a unit cell. This challenge is addressed in chapter 3, where a

fatigue design method is described to account for the real stress distribution

within the lattice’s RVE.

Design optimization of lattice materials for fatigue strength. Several studies have

been performed to find a proper material distribution within RVE that improves

either their strength, or fracture toughness, or creep response. However, no study

can be found that aims to optimize the unit cell geometry to improve fatigue

resistance. Chapter 4 examines how fatigue resistance of a lattice can be improved

via the design of a smooth variable thickness profile of the cell elements.

Exploitation of lattice properties to optimize the design of two biomedical devices for

fatigue. Biomedical implants and scaffolds generally operate under specific physiological

environment and dynamic loading conditions. The method employed in chapter 4 for the

fatigue design of a lattice is applied to design an intravascular self-expandable stents for

fatigue in chapter 5, as well in chapter 6 to design a stent-like device functioning as a

protection for an endovascular oxygenator.

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30

Chapter 3

A computational method for the design of lattice

materials for fatigue resistance

3.1. Objectives

This chapter presents a numerical method to evaluate the fatigue resistance of planar

lattices. It is proposed that asymptotic homogenization be used to model the real stress

distribution in the cell walls of a lattice. The fatigue of two hexagonal and square unit

cells is investigated by constructing their modified Goodman diagrams. The effect of

material distribution on fatigue resistance is investigated by using a 2D model that is

meshed by continuum plane elements, instead of structural beam elements. The failure

surfaces are obtained to be used in evaluating the monotonic and fatigue strengths under

multiaxial in-plane loading.

This chapter is organized as follow: first, the common terminology and classic theory of

fatigue design of mechanical components are reviewed (Reifsnider, 1991; Stephens et al.,

2000; Suresh, 1998). The second section describes the practical results of the proposed

numerical methodology for the design of lattice materials against fatigue failure. Finally

the main contributions of the presented study to knowledge are summarized.

3.2. Terms and definitions

The ASTM defines material fatigue as follows (Liu, 2005):

“The process of progressive localized permanent structural change occurring in a

material subjected to conditions which produce fluctuating stresses and strains at some

point or points and which may culminate in cracks or complete fracture after a sufficient

number of fluctuations.”

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Although this definition highlights the progressive nature of fatigue crack growth, often

the final stage of fatigue failure occurs suddenly. This behavior can lead to catastrophic

and even fatal consequences. Thus, several fatigue design methodologies and criteria

have been developed to design fatigue-resistant components. Infinite-life, safe-life, fail-

safe, and damage-tolerant criteria are well-established methods introduced to predict

fatigue fracture and degradation. For a given application, the choice of a design

methodology greatly depends on the design objectives and constraints of the component

at hand.

In infinite-life design methodology, the components are designed to have stress levels

below the material fatigue threshold, after applying a safety factor. This methodology is

of interest for the fatigue design of components whose regular inspection is difficult or

expensive and/or whose overall weight is not the main design objective or constraint.

Safe-life fatigue design methodology is often used in aeronautic applications where a

lightweight and reliable component is desired. Through the use of experimental,

theoretical or numerical approaches, a “safe life” is assigned to a component or structure

to indicate when the component should be replaced or inspected after its expiration date.

High maintenance cost is a disadvantage of this method.

Fail-safe design methodology states that after failure of one or more individual

components of a large structure, the other parts should maintain the integrity of the whole

until the defective part or parts are detected and repaired. Regular and often costly

inspection by appropriate techniques and instruments is required to detect probable

cracks. This procedure increases the maintenance costs.

Damage-tolerant design methodology postulates that there are pre-existing cracks or

defects in the component. The component will fracture when the size of the crack(s)

reaches a critical length estimated by fracture mechanics. The instantaneous lengths of

the cracks must be assessed by precise and periodic measurements of their length. This

method offers a high level of safety and reliability, but it requires advanced and costly

inspections; hence, its application is limited to the design of components involving high

safety concerns, such as those used in the aerospace and nuclear power industries.

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3.2.1. Characterization of materials

The application of all the above-mentioned design methodologies requires knowledge of

specific material properties, such as fatigue endurance limit and yield or ultimate strength

of the material. The fatigue properties of the materials are generally obtained from

traditional approaches, such as the stress (strain)-life method, or more recent techniques

based on fracture mechanics. These are experimental methods and are briefly explained

in the following subsections.

3.2.1.1. Stress-life approach

The stress (strain)-life method is an empirical approach introduced by Wholer in 1860 to

find the number of cycles that a smooth test specimen can resist under alternating stresses

(strains) of constant amplitude before fatigue fracture. The applied cyclic load is a time-

periodic load that alternates between minimum,minS , and maximum,

maxS , stress levels

(figure 3.1(a)). The alternating stress, altS , and mean stress, meanS , can be easily

calculated as follows:

max min

2alt

S SS (3.1)

max min

2mean

S SS (3.2)

The experimental data are plotted in a logarithmic or semi-logarithmic scale and called

stress-life or S-N curves. Figure 3.1(b) shows a schematic view of a stress-life curve.

Depending on the application and behavior of the material at hand, the stress values in an

S-N curve can be replaced with strain or stress intensity values. Typically at high cycles,

an S-N curve exhibits a stress plateau, which is referred to as its fatigue endurance limit

or, simply, endurance limit. For stress levels below the endurance limit, the material

seems to have infinite life and thus is of interest for infinite-life design methodology.

The fatigue life of a material under a given alternating loading condition may change as a

function of the maximum to minimum load ratio, R, defined as:

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33

min

max

SR

S (3.3)

R is also a representation of the loading sign in a uni-axial loading condition; for example

a negative R represents a compression-tension loading condition, while a positive one

shows either a tension-tension or a compression-compression loading condition. Usually,

S-N curves include information for various R ratios.

Figure 3.1. (a) Schematic view of a cyclic load with constant stress amplitude; (b) Schematic

view of a stress-life curve.

Mean stress level is another loading parameter that may adversely affect the fatigue

resistance of a mechanical component. In contrast to the load ratio, R, the effect of mean

stress cannot be explicitly plotted on the S-N curves. For this purpose, other methods,

such as the constant-life diagrams (figure 3.2(a)) can be constructed by curve fitting of

experimental data for various combinations of stress amplitudes and mean stresses.

Goodman, Soderberg, Gerber, and modified Goodman are the most common models. The

first three are expressed as follows:

Goodman:

1mean alt

u f

(3.4)

Soderberg:

1mean alt

y f

(3.5)

Gerber:

S

log( )N

Endurance Limit

N OR

log(

)S

OR

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2( ) 1mean alt

u f

(3.6)

where f is the allowable alternating stress for a given life under a fully reversible

loading ( 1R ), and u

and y are respectively the monotonic ultimate and yield

strengths of the material. For the infinite-life design methodology, f is equal to the

endurance limit of the material. Figure 3.2(a) shows the schematic representation of the

above curve-fitting formulas as well as the modified Goodman diagram. The latter is

constructed from the intersection of i) the line connecting the material ultimate and

fatigue strengths for a given life with ii) a 45 degree inclined line originating from the

monotonic yield strength of the material.

Figure 3.2. (a) Schematic view of the fatigue design diagram showing the effect of allowable

alternating stress versus mean stress for a given fatigue life; (b) Schematic view of the

logarithmic rate of fatigue crack growth versus logarithm of the amplitude of stress intensity.

The selection of one of the above models is strongly dependent on the failure mode of the

material at hand as well as the design objectives and constraints. In this chapter, modified

Goodman diagrams are developed for lattice materials under high cycle fatigue

conditions (Nicholas and Zuiker, 1989). To use this model, the most critical issue to bear

in mind is the degree of initial induced damage in the material, i.e. the material of the

samples used for the experiments must be free of damage (Nicholas and Zuiker, 1989).

As shown in figure 3.2(a), this model requires three material properties: yield strength,

ultimate strength, and fatigue strength for a given number of cycles to failure, or the

endurance limit for materials with infinite life.

e

y u

Goodman

Soderberg

Modified Goodman

45

Gerber

log( )K

I

log(

)da

dN

m

II III

Toward

higher R-ratio

cKthK

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3.2.1.2. Fatigue crack growth in a notched specimen

This experimental method uses fracture mechanics to find the rate of crack propagation in

a material under a given loading. Various pre-cracked samples need to be tested to

characterize the fatigue behavior of the material based on the rate of fatigue crack

propagation, da dN , versus stress-intensity amplitude level, K (figure 3.2(b)). The

testing method and the geometry of various standard pre-cracked specimens can be found

in the ASTM standards (In, 1995).

The stress-intensity versus crack propagation rate, K - da dN , of several materials can

be divided into three phases based on the rates of crack propagation, which are the

initiation, stable crack growth, and unstable crack growth phases (figure 3.2(b)). During

the initiation phase, the crack grows with a non-continuous failure process and average

rate below10-6mm/cycle . The second phase, namely the Paris region, is characterized by

a linear relationship in logarithmic scale between the crack propagation rate and the

alternating stress-intensity amplitude. Thus, the equation governing this region can be

formulated using Paris’ law as follows:

( )mdaC K

dN (3.7)

where m and C are material constants, which represent respectively the slope of the curve

and the intersection point between the curve extension and 1K MPa m . When the

crack propagation rate reaches the unstable growth phase, the crack propagates at higher

rates because of a high stress intensity level at the tip of the crack, and eventually the

material collapses.

3.3. Fatigue design of planar lattice

3.3.1. Basics and assumptions

As described in the previous chapter, most of the work on the fatigue design of lattice

materials is based on experiments that are often time consuming, may be expensive, and

are generally focused on a specific lattice topology and material. The theoretical

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36

approaches, on the other hand, seem to lack accuracy. The crucial issue is to accurately

model the real stress distribution in the lattice cells, a condition that is essential for

developing a reliable model. Thus, the development of a fatigue design methodology

based on a numerical approach that can assess with accuracy the real stress distribution in

the lattice cell wall is of interest.

In this chapter, the fatigue performance of planar lattices is studied via modified

Goodman fatigue diagrams. As mentioned earlier, the endurance limit, the yield and

ultimate strength of the unit cell are the properties required to construct the modified

Goodman diagram for any type of cell topology. Here, asymptotic homogenization theory

is used to determine the real stress distribution and the required monotonic strengths.

Since for a high cycle fatigue failure, as it is considered in this work, the stress level is

lower than the yield of the bulk material, the linear elasticity assumption holds. Hence,

the fatigue strength of the unit cell can be obtained through the product of the unit cell

yield strength with the ratio of the endurance limit to yield strength of the bulk material

as:

se

=sy

ses

sys

(3.8)

where ys and es are respectively the yield strength and the endurance limit of the

bulk material, and se

is the endurance limit of the unit cell. These properties are

required to construct the modified Goodman diagram (figure 3.2(a)) for any type of cell

topology, as shown in the next section. It should be noted that it is assumed that the

reference lattice material is free of defects, i.e. no type of damage has occurred in the

lattice cells. It is also assumed that the material has only one level of hierarchy, which

means that a cell wall’s material behaves as a continuum with properties comparable to

those of its bulk material. This assumption limits the applicability of this method to a

minimum length-scale that depends on the material’s microstructure, slip system, grain

size distribution (Dancygier et al., 1996; Li and Guiu, 1995; Lütjering et al., 2000). If the

effects of nanostructure defects, grain, and size of the material have to be taken into

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37

account, then two levels of hierarchy need to be considered, as described by (Zienkiewicz

and Taylor, 2005).

In this chapter, the failure surfaces of selected lattice cells, hexagonal and square, will be

examined; and the results will be used to generate modified Goodman fatigue diagrams.

A comparison with the experimental results available in the literature will be provided to

validate the method. It should be noted that we examined lattice cells with length

normalized to unity. In this and subsequent chapters, we do not consider any specific

application.

3.3.2. Cell geometries under investigation

The topology and geometry of the unit cell has a significant effect on the properties of a

lattice material, including its static and fatigue performance (Banerjee and Bhattacharyya,

2010; Harders et al., 2005; Lipperman et al., 2009). To capture the effect of cell design,

as shown in figure 3.3, we examine regular square and hexagonal unit cells whose inner

boundaries are rounded by an arc of constant radius. As shown in the flowchart of figure

3.4, the methodology to obtain the fatigue properties of the optimum cell geometry

consists of three integrated parts that combine notions of design optimization and

asymptotic homogenization theory. First, the shape of unit cell is generated for given

geometrical parameters; then its fatigue properties are computed to generate the modified

Goodman diagram at given relative densities; the last step involves the minimization of

the von Mises stress in the cell wall. For square and hexagonal lattices, we study cell

shapes with the following characteristics:

1. G1 cells with small arc. These cells represent a conventional lattice with regular cell

geometry. The fillets at the cell joints are specified by an arc with radius equal to 1%

of the RVE length, which is representative of a sharp fillet resulting from a given

manufacturing process. The choice of the small-arc fillet is to obtain a realistic

material distribution in a cell member Simone and Gibson (1998), approximately

similar to that measured through experiments (Côté et al., 2007a; Côté et al., 2007b).

These cells are named here G1, where G represents “geometry” and the superscript

shows the degree of continuity of the geometry. As seen in figure 3.3, G1 cells have

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38

continuous tangent along their inner boundary profile, but the curvature at the

blending points between the straight and arc geometric primitives is discontinuous.

2. G1 cells with optimum fillet radius. The G

1 cells with sharp corners are here

optimized to obtain a value of the fillet radius that reduces the effect of stress

concentration. A classical optimization problem is formulated with the objective of

minimizing the maximum value of the microscopic von Mises stress in the lattice

under a given loading. The fillet radius and the thickness at the middle of the struts

(figure 3.3) are considered as interdependent design variables. A design constraint is

set on the relative density. The problem is solved by implementing a conjugate

gradient method. For given relative density and design variables a unique solution is

found.

3.3.3. Numerical Modeling

The 2D cell geometries have been automatically obtained by means of Matlab

(MathWorks, Natick, Massachusetts), which have been coupled with ANSYS

(Canonsburg, Pennsylvania, U.S.A) to build, mesh, and solve the 2D model of the lattice

material. Assuming in-plane loading conditions, a 2D eight-node element type, Plane 82,

with plane strain formulation was used because of its capacity to model curved

boundaries with high accuracy. Different combinations of axial and shear loadings were

considered to obtain the data required to plot the failure surfaces.

The effect of the material properties on the normalized fatigue to monotonic strength

ratio, /e us , was studied by using aluminum and titanium alloys as bulk solid

materials. Aluminum was selected because of its broad application for lightweight foams,

while titanium is of interest because of its wide range of applications in the aerospace,

automobile, sports equipment and biomedical industries. Table 3.1 lists the material

properties used in this study (Case et al., 1999; Defense, 1966; Ducheyne et al., 1987;

Nicholas, 1981). A bilinear elasto-plastic constitutive law was considered to obtain the

macroscopic ultimate stress of the cellular material. The periodicity of the strain field was

assured by imposing periodic boundary conditions on the RVE edges (Hassani, 1996). A

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39

mesh sensitivity test was performed to ensure the independency of the results from the

mesh size, as reported in figure 3.5.

Figure 3.3. Schematic views of: (a) G1 square unit cell; (b) G

1 hexagonal unit cell.

Figure 3.4. Flowchart of the design methodology. For a given cell geometry, shape synthesis is

coupled with computational analysis followed by size optimization. The goal of the first step is to

generate the geometrical model of the unit cell. In the second module, the effective strength

properties of the lattice are determined through asymptotic homogenization theory. The third step

involves the cell size optimization to reduce at minimum the maximum von Mises stress in the

cell wall.

rt

rt

Blending points Blending points

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40

Table 3.1. Material properties of bulk solid materials.

Young’s

Modulus (

sE )

Poisson’s

ratio ( ) Yield

strength

Ultimate

tensile

strength

Fatigue

endurance

limit

Elongation to

fracture (%)

Ti-6Al-4V (Case

et al., 1999;

Ducheyne et al.,

1987)

GPa 110 3.0 901 MPa 984 MPa 486 MPa 8.9

Aluminum 6061

(Defense, 1966;

Nicholas, 1981) GPa 69 3.0 276 MPa 310 MPa 158 MPa 12

Figure 3.5. Mesh sensitivity showing the independency of the results from the mesh size.

3.4. Results

3.4.1. Stress distribution in the unit cell

Figures 3.6 and 3.7 show the stress distribution in the titanium square and hexagonal unit

cells with G1 cell topologies under fully reversed uni-axial and shear loading conditions.

The stress level changes significantly at the blending points of the unit cells, and the

curvature of their inner profile changes discontinuously. It is well known that a

discontinuity in the curvature of the struts causes stress concentration by locally

perturbing the stress flow. Thus, the removal of a geometrical stress concentration

10000 20000 30000 40000 500000

0.015

0.03

0.045

0.06

0.075

Hexagonal

Square

xx

ys

Number of Elements

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41

improves the monotonic and fatigue strengths of a lattice material. An approach to

improve the fatigue resistance of cellular materials will be discussed in the next chapter.

Figure 3.6. von Mises stress distribution (MPa) in hexagonal and square unit cells made out of

Ti-6Al-4V. Lattices under fully reversed uni-axial loading defined by: G1 cell with small arc

(left); optimum G1 cell (right).

Figure 3.7. von Mises stress distribution (MPa) in hexagonal and square unit cells made out of

Ti-6Al-4V. Lattices under fully reversed in-plane pure shear loading defined by: G1 cell with

small arc (left); optimum G1 cell (right).

The results of FE modeling, figures 3.6 and 3.7, indicate the pivotal role of the unit cell

geometry on the yield, ultimate, and fatigue strengths of the lattices under investigation.

For each cell topology, a high local stress concentration occurs at the blending points of

G1 cells with a small arc, while the stress distribution in optimum G

1 cells is more

uniform. For example, optimum square and hexagonal titanium G1 cells have,

respectively, 32 % ( 35%) and 23% ( 32%) higher yield strength in comparison with G1

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42

cells with sharp edges for uni-axial (shear) loadings. These results suggest that the fatigue

strength of G1 cells can be substantially improved by selecting proper design variables

that reduce stress concentration within the walls of the unit cell.

Figure 3.8. Yield and ultimate surfaces of Ti-6Al-4V square and hexagonal unit cells for relative

density of 10%. Projection of yield and ultimate surfaces of G1 square and hexagonal cells with

small and optimum arc radii in the yy xx

and xy xx

planes.

3.4.2. Failure surfaces and experimental validation

Figure 3.8 shows the calculated yield (solid lines) and ultimate (open marks) surfaces for

G1cells with small and optimum fillet radiuses. Here, the fillet radius of the unit cells was

selected to optimize the fatigue performance of the lattice under uni-axial and in-plane

-0.06 -0.03 0 0.03 0.06

-0.06

-0.03

0

0.03

0.06

-0.06 -0.03 0 0.03 0.06

-0.002

-0.001

0

0.001

0.002

-0.04 -0.02 0 0.02 0.04

-0.04

-0.02

0

0.02

0.04

-0.01 0 0.01

-0.01

0

0.01

(a) (b)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

(c) (d)yy ys

*x

*xy

-0.006 -0.003 0 0.003 0.006

-0.006

-0.003

0

0.003

0.006

xx ys

yy ys

xx ys xx ys

xx ys

xy ys

xy ys

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43

pure shear loading conditions. The results show that optimum G1 cells have lower stress

concentration by effectively distributing the materials within the RVE to reach lower

maximum stress, especially for hexagonal unit cells (figures 3.6 and 3.7). Thus,

compared to G1 cells with a small arc, the failure surface of the optimum G

1 cells covers

a wider range of loads before failure. Figure 3.9 shows the effect of the relative density

on the effective yield strength of the G1 lattices under uni-axial and in-plane pure shear

loadings. As mentioned previously, the values are extracted from the intersection of

yield/ultimate surfaces with the xx

and xy

axes. Figures 3.9(c) and (d) show that at

low relative densities, 10%, the optimum G1 cells with square and hexagonal shapes have

respectively 32.8%1 (36.16%) and 37.7% (32.5%) higher yield strength than G

1 cells

with a small arc under uni-axial (in-plane pure shear) loading. The gained improvement

increases at higher relative densities. Table 3.2 shows the yield/ultimate stresses of the G1

cells for different relative densities. Table 3.3 illustrates the fatigue to monotonic

performance, e us

, of the G1 lattices made of titanium and aluminum 6061T6 alloy

(Defense, 1966; Nicholas, 1981). It can be seen that for lattices with a small arc, the

estimated numerical results are close to the experimental values (0.3 and 0.2 respectively

for R=0.1 and R=0.5) reported by (Côté et al., 2007a). Furthermore, in agreement with

their findings (Côté et al., 2007a), the fatigue to ultimate monotonic stress ratio is

independent of the topology of the unit cell, its relative density, and its material. It should

be noted that in this study, we used a bilinear plasticity model to consider the material

non-linearity of the cell walls of the lattices. For lattices with different microstructure of

the bulk material and described by other plasticity lawsmodel, the above analysis should

be repeated to ensure their validity. These results confirm the experimental data obtained

by Coté et al. and validate the numerical approach presented here for the fatigue design of

lattice materials. This method can be further extended to consider the stress distribution

in the unit cells close to the material boundaries and to model the effect of the grain size

distribution within unit cells that possess very thin cell walls (Zienkiewicz and Taylor,

1 The percentage is calculated as follows:

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44

2005). Summarizing a finding of the work presented in this chapter, table 3.3 also shows

that the fatigue to ultimate monotonic stress ratio of a lattice material is a function of the

cell design and varies significantly with the arc radius of the fillet. It also demonstrates

that the proposed numerical method can be used to study the fatigue performance of

newly designed lattice cells.

Figure 3.9. Effective yield strength of the square and hexagonal unit cells under uni-axial and

shear loading as a function of relative density. Yield strength for square cell under uni-axial (a)

and shear loading respectively (b); (c) and (d) pertain to the hexagonal cell.

3.4.3. Modified Goodman diagrams

Figure 3.10 shows the modified Goodman diagrams of G1 cells at different relative

densities; the plots are obtained by using the values of endurance limit and ultimate

strength listed in table 3.2. The intersection of the diagram with the horizontal axis is the

0 0.1 0.2 0.3 0.40

0.01

0.02

0.03

0 0.1 0.2 0.3 0.40

0.02

0.04

0.06

0 0.1 0.2 0.3 0.40

0.005

0.01

0.015

0.02

0 0.1 0.2 0.3 0.40

0.04

0.08

0.12

0.16

xx

ys

xx

ys

xy

ys

(a) (b)

(c) (d)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

xy

ys

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45

ratio of the yield strength to the relative density of the unit cell. The corresponding value

on the vertical axis is the alternative macroscopic stress, which, as described in section

2.1. , generates a stress level equal to the fatigue endurance limit of the solid material at

the microstructural level.

As expected, the modified Goodman diagrams of the optimum G1 cells cover a wider

range of applied alternating/mean stresses in comparison to G1 cells with a small arc.

It should be noted that figure 3.10 shows only the modified Goodman diagram of lattices

under uni-axial or pure shear loadings. In practice, however, a mechanical component

should resist complex load combinations, which produce multi-axial macroscopic stress

states in each point. Thus for fatigue design, the modified Goodman diagrams should be

obtained at critical regions subjected to a multi-axial stress state. Figure 3.8 illustrates the

failure surfaces, which are given here for this purpose. For example, for a prescribed

multi-axial stress state, such as 12 5.0 and 0 , the distance between the origin and

intersection points with the ultimate/yield surfaces can be chosen as yield and ultimate

stresses to derive the corresponding modified Goodman diagram. Such a methodology

can be of interest to find the optimum unit cells in a component made of a graded lattice

material.

3.5. Summary and contributions to knowledge

A methodology based on finite element modeling has been presented to design

planar lattice materials for fatigue resistance. Asymptotic homogenization has

been used to determine the macroscopic yield strength, ultimate strength, and

endurance limit, each required to generate the modified Goodman diagrams of the

lattice. A comparison with the experimental data available in the literature reveals

a good agreement of the results.

It has been shown that the geometric design of the unit cell plays a pivotal role in

the fatigue strength of the lattice material. Using an optimum radius for rounding

the unit cell corner of G1 unit cells can substantially increase the fatigue resistance

of square and hexagonal lattices.

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46

Failure surfaces of hexagonal and square G1 cells have been obtained. These

results can be used to construct modified Goodman diagrams for cells under

multi-axial loading.

Figure 3.10. Modified Goodman diagram for Ti-6Al-4V square and hexagonal unit cells at given

relative densities. G1

square under uni-axial loading (a), and shear loading condition (b); G1

hexagon under uni-axial loading (c), and shear loading (d).

0 0.004 0.008 0.0120

0.004

0.008

0.012

0 0.05 0.1 0.150

0.025

0.05

0.075

0.1

0.125

0.15

0 0.02 0.04 0.060

0.01

0.02

0.03

0.04

0.05

0.06

0 0.01 0.02 0.030

0.005

0.01

0.015

0.02

0.025

0.03

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

mean

ys

(a) (b)

(c) (d)

alt

ys

mean

ys

alt

ys

alt

ys

alt

ys

mean

ys

mean

ys

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47

Table 3.2. Yield and ultimate strength of G1 unit cells for square and hexagonal lattices.

%10 %10 %20 %20 %30 %30

uni-axial tension shear uni-axial tension shear uni-axial tension shear

y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa)

Square

unit cell

G1 unit cell with small arc

25.3 49.2 0.519 1.29 46.2 112.4 1.48 3.7 65.4 159.3 3.29 8.5

Optimum G1

unit cell 37.65

(0.16)1 48.17

0.813

(0.16) 1.5

73

(0.25) 98.4

3.89

(0.265) 7.1

127

(0.35) 138.7 11.3 19.8

Hexagon

al unit

cell

G1 unit cell with small arc

2.29 5.7 1.1 2.56 7.7 21.8 3.78 11.23 17.45 53.18 8 25.6

Optimum G1

unit cell 3.68

(0.2) 6.52

1.63

(0.2) 2.9

20.6

(0.5) 40.5

9.63

(0.5) 16

54.2

(0.5) 110.4

25.8

(0.5) 44.7

1- The values of optimum fillet radius.

Table 3.3. Fatigue to monotonic performance ratio, /e us , for G1 lattices made of Ti-6Al-4V and Al 6061T6 (material properties in Table

3.1) at given relative densities.

%10 %20 %30

e

us

( 1.0R ) e

us

( 5.0R ) e

us

( 1.0R ) e

us

( 5.0R ) e

us

( 1.0R ) e

us

( 5.0R )

AL(1)

Ti(2)

AL Ti AL Ti AL Ti AL Ti AL Ti

Square

unit cell G1cell with small arc 0.35 0.34 0.19 0.2 0.3 0.34 0.16 0.2 0.26 0.335 0.14 0.19

Optimum G1 unit cell 0.44 0.43 0.26 0.27 0.44 0.44 0.265 0.27 0.445 0.45 0.267 0.29

Hexagonal

unit cell G

1cell with small arc 0.36 0.36 0.2 0.21 0.31 0.3 0.17 0.17 0.28 0.28 0.15 0.156

Optimum G1 unit cell 0.45 0.446 0.27 0.282 0.46 0.467 0.278 0.3 0.47 0.45 0.29 0.288

(1) AL: Aluminum (2) Ti: Titanium

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48

Shape optimization of lattice materials for fatigue

resistance

4.1. Objective

It was mentioned in chapter 3 that the geometrical stress concentration at the blending

points of discontinuous curvature reduces the fatigue resistance of a lattice material. In

this chapter, we propose to improve the monotonic and fatigue strengths of planar lattices

by synthesizing the cell boundary profile with curves that are continuous in their

curvature, i.e. G2-continous curves. Furthermore, in order to avoid high bending moments

caused by curved cell members, the cell walls are designed to be as straight as possible,

i.e. with the smallest possible curvature.

This chapter is organized as follows. First the shape optimization strategy for improving

the fatigue strength of cellular material is described. Then this methodology is applied to

improve the fatigue resistance of cellular materials with hexagonal and square shapes of

unit cells. The results are compared with those of optimum G1-cells presented in the

previous chapter. Concluding remarks are the last part of this chapter.

4.2. Design methodology: Basics

4.2.1. Geometrical stress concentration

It is well known that stress concentration can reduce the fatigue resistance of a

mechanical part. Stress concentration can occur in the presence of abrupt changes in

curvature (Dunn et al., 1997; Neuber, 1961a; Pedersen, 2007; Pilkey, 2007; Williams,

1952). Notches, circular fillets, and grooves are common examples of stress

concentrators. Their role is to perturb locally the stress flow because of a curvature

discontinuity in the geometry of a structural element (Neuber, 1961a). Their detrimental

Chapter 4

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49

impact has been studied in the literature (Dunn et al., 1997; Neuber, 1961a; Pedersen,

2007; Pilkey, 2007; Williams, 1952) , starting from the seminal work of Neuber, who

first developed a theory of notch stresses with reference to the form and the material of an

element. Neuber showed that the stress concentration factor increases by reducing the

radius of the curvature of the boundary profile of a structure (Neuber, 1961a) . In addition

Neuber (1961c) showed that under pure shear loading condition the elastic stress

concentration, tK , is equal to the multiplication of the notch stress concentration factor,

K , and the strain concentration factor , K . Later studies performed by Topper et al.

(1969) and Walker (1970) showed that this relationship is valid also for cyclic stress

states. More recently, optimization strategies were proposed to reduce the effect of stress

concentration on the strength of mechanical components under monotonic and cyclic

loadings. It has been shown that by reducing the curvature of a fillet, the stress flow

might be smoothed and stress values decrease. For example, Desrochers (2008) looked at

how the shape profile of an element can be optimized to reduce its stress regime under

static condition. Waldman et al. (2001) studied the fatigue of shaft shoulders under

tension and bending loading; he showed that an optimal free-form shape fillet can

provide 23% higher fatigue life than a circular-shape fillet.

It was shown in chapter 3 that stress concentration reduces the ultimate and fatigue

endurance of cellular materials. The reason for local stress concentration is that although

the joints of the unit cells were filleted at the blending points, but the change of curvature

at each blending point was discontinuous. To remove the occurrence of geometry

discontinuity in a lattice, it is proposed here to synthesize the unit cell of the lattice with

curves that are continuous in their curvature i.e. G2-continuous curves (Teng et al., 2008).

Through the formulation of a structural optimization problem explained in the next

section, we first impose that each cell members be G2- continuous at the blending points

with adjacent elements; second, to reduce the high bending stresses caused by curved cell

members, we impose that each cell member be as straight as possible, i.e. with the

smallest possible curvature.

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50

Figures 4.1(a) and (b) show the unit cell of the lattice consisting of G2-continous curves.

The next sections describe how the geometry of the lattice cells can be optimized to

improve fatigue life.

4.2.2. Mathematical formulation of the optimization problem

The design method is proposed to find smooth lattice cell topologies based on the

synthesis of structural members with G2-continuous curves that have minimum root mean

square, or rms, value of the curvature (Teng et al., 2008).

Figure 4.1. Schematic views of: (a) G2 continuous square cell; (b) G

2 continuous hexagonal cell;

(c) Parameterization of the inner profile of a unit cell portion.

The shape synthesis of the lattice strut is stated as follows: under given end conditions,

find a boundary-curve Γ that connects two given end points A and B of the cell strut as

smoothly as possible and with a G2-continuous curve. By parametrizing of the cell strut

boundary-curve Γ as a function of the arc-length s along the strut, we can formulate the

optimization problem as

21( )

B

A

J dsL

min

( )s (4.1)

where J is the rms value of the curvature of the boundary-curve of a cell member, L is

the member length, A and B are its end-points, and ds is the arc-length along the

member, starting from 0 at point A, as shown in figure 4.1 (c). The member boundary-

curve is subjected to four constraints at each end-point. Two constraints define the end-

point coordinates, while the other two set the tangent and curvature of the curve at these

points.

1t 2t1t 2t

(b)(a) (c)

y

x

B

A ds kP

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51

Equation 4.1 can be treated as a problem of mathematical programming by means of non-

parametric cubic splines (Spath, 1995). Hence, each boundary curve is discretized by n+2

supporting points n+1k 0{P } that are defined by k k kP (ρ ,θ ) in a polar coordinate system. As

shown in figure 4.1(c), kP is a generic point of the curve; 0P =A and n+1P = B , where

A AA(ρ ,θ ) , and B BB(ρ ,θ )are two end-points of the boundary-curve of each cell element.

Moreover, if we assume that the discrete points are located at constant tangential

intervals, the tangential increment will be:

1

B A

n (4.2)

A cubic spline, ( ) , between two consecutive supporting points kP and 1kP can be

defined as:

3 2 2( ) ( ) ( ) ( )k k k k k k kA B C D (4.3)

The radial coordinates, the first and second derivatives of the cubic splines at the kth

supporting point, , and , respectively, are represented by the following three

vectors:

T0 1 n n+1

T0 1 n n+1

T0 1 n n+1

=[ρ ,ρ ,....ρ ,ρ ]

=[ρ ,ρ ,....ρ ,ρ ]

=[ρ ,ρ ,....ρ ,ρ ]

ρ

ρ

ρ

(4.4)

Imposing the G2-continuity condition results in the following linear relationships between

and and between and :

=6Aρ Cρ and =Pρ Qρ (4.5)

where A , C , P , and Q are defined in appendix A. Furthermore, 0 Aρ =ρ and n+1 Bρ =ρ are

known from the given boundary condition representing the cell parameters. Now, if x is

the vector of the design variables, defined as

T1 n=[ρ ,....ρ ]x (4.6)

The discretized shape optimization problem can be written as

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52

1

1z( )

n2

k kw κn

x (4.7)

where wk is the weighting coefficient of point kth

defined at each supporting point; it

represents the contribution of each point to the objective function. Furthermore, the

curvature at each point kP is given by:

kk

=rk

2 + 2( ¢rk)2 - r

k¢¢rk

(rk

2 + ( ¢rk)2)3/2

(4.8)

Discretizing the objective function of equation(4.7) and applying the constraints at the

end points of the boundary curve, allow solving the problem with mathematical

programming. The required number of supporting points depends on the geometric

boundary conditions. After performing a sensitivity analysis, the figure of 100 supporting

points has been selected for the boundary curves.

To solve the optimization problem, we used a sequential quadratic programming

algorithm employing orthogonal decomposition algorithm. The details of this method can

be found in the work of (Teng and Angeles, 2001). Furthermore for comparison purposes,

we tried the fminmax subroutine of MATLAB, which uses a gradient based approach,

and found the results were in agreement.

The last note on the optimization strategy described above is the effect of the weighting

coefficients in Eq. (4.7). A weighting coefficient represents the contribution of each point

to the objective function, i.e. the weighted curvature of the optimum curve. For example,

allocating a weighting coefficient equal to unity for each supporting point along the fillet

results in a geometrically optimum shape that does not consider the material properties

and the imposed loading condition. The attribute and stress-strain curve of the material

can be taken into account by defining an outer loop that uses FEA to iteratively define the

weighting coefficient, wk, of equation (4.7) as a function of the stress (or strain) regime.

The weight coefficients are therefore not uniform along the cell strut boundary-curve and

they are defined as (Javid et al. , 2010):

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53

k

k

T

w = (4.9)

where k and

T are, respectively, the rms value of the von Mises stress at the thk

supporting point of the profile curve, and the rms value of the stress over the whole cell

element of cell wall and are defined as:

2

1

1 m

T iim

(4.10)

2

1

1 k

k kiik

, m

μ =k 50 (4.11)

where m is the total number of nodes in the FE model, i is the von Mises stress at ith

node and ki is the von Mises stress of the k nodes (2% of the total nodes of FE model),

which are relatively closer to the kth

supporting point. The structural optimization

algorithm is set to end when the reduction in the maximum stress value is smaller than

2%. It should be noted that for pseudo elastic materials, which exhibit a stress-strain

plateau, it is more appropriate to use strain values to define the weighting factors. This

strategy will be adopted in the next chapter where the planar lattice under investigation is

made out of Nitinol. In this chapter we apply the above optimization strategy to design a

planar lattice with hexagonal and square unit cells against fatigue failure.

4.2.3. Cell geometries under investigation

In this section, we apply the methodology described above to the synthesis of lattices

with square and hexagonal cells free of stress concentration. The inner profiles of these

unit cells are synthesized with G2-continuous curves with minimum curvature;

throughout this chapter we call them optimum G2 cells. Figure 4.1(a-b) shows the

parametric view of the synthesized square and hexagonal cells. Besides curvature

minimization, a step of size optimization follows the computational analysis of the yield

strength (recall figure 3.4). Here, the wall size in the middle and corner of a cell (Figure

4.1) is optimized with the goal of minimizing the maximum von Mises stress. The

optimum values of these variables are found through a conjugate gradient optimization

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54

method, where the density is set as a constraint. This method is selected because of its

fast convergence that reduces the computational time.

In this chapter we apply the fatigue design methodology presented in chapter 3 to study

the fatigue resistance of the optimum G2 cells. To study the effectiveness of the above

method in optimizing the fatigue resistance of a lattice material, we compare here the

fatigue resistance of G1 unit cell, as presented in chapter 3, with that of optimum G

2 cells.

To this end, the numerical details described in section 3.3.3 apply here.

4.3. Results

Figures 4.2 and 4.3 show the stress distribution in the titanium square and hexagonal unit

cells with G1 and G

2 cell shapes under fully reversed uni-axial and shear loading

conditions. Stress concentration can be seen at the blending points of the G1 cells, while

the stress in the G2 cells is distributed more uniformly along the cell struts. In addition, it

can be seen that under uni-axial loading there is no stress concentration at the joints of the

G2 square cell.

Figure 4.2. von Mises stress (MPa) distribution in hexagonal and square unit cells made out of

Ti-6Al-4V. Lattices under fully reversed uni-axial loading, defined by: optimum G1 cell (left) and

optimum G2 cell (right).

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55

Figure 4.4 shows the yield (solid marks) and ultimate (open marks) surfaces for both G1

and G2 cells, calculated at relative density of 10%. Here, the geometric parameters of the

unit cells were selected to optimize the fatigue performance of the lattice under uni-axial

and shear loading conditions. Figure 4.4 shows that G2 cells have higher yield and

ultimate strength than those of G1 cells.

Figure 4.3. von Mises stress (MPa) distribution in hexagonal and square unit cells made out of

Ti-6Al-4V. Lattices under fully reversed pure shear loading, defined by: optimum G1 cell (left)

and optimum G2 cell (right).

Figure 4.5 shows the effective yield strength of optimum G1 and G

2 unit cells under uni-

axial and shear loadings as a function of the relative density. As mentioned previously,

the values are extracted from the intersection of yield/ultimate surfaces with the xx and

xy axes. Figures 4.5(a) and (b) show that although both optimum G1 and G

2 square

lattices have comparable yield strengths under axial loading condition, the stress

concentration at the joints of the G1 cell reduces its yield strength under shear loading.

Figures 4.5 (c) and (d) show that at low relative densities, the hexagonal G2 cell has up to

50% higher yield strength in comparison to the optimum hexagonal G1 cell; for higher

relative densities, on the other hand, the two unit cells have comparable yield strength.

Table 4.1 lists the yield/ultimate stresses of the optimum G1 and G

2 cells for different

relative densities. Table 4.2 reports the fatigue to monotonic performance ratio, /e us ,

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56

of the G1 and G

2 lattices made of titanium and aluminum 6061T6 alloy (Defense, 1966;

Nicholas, 1981). Figure 4.6 shows the modified Goodman diagrams of the G1 and G

2

cells at given relative densities. These diagrams are obtained by using the values listed in

table 4.1.

Figure 4.4. Yield and ultimate surfaces of Ti-6Al-4V square and hexagonal unit cells for relative

density of 10%. Projection of yield and ultimate surfaces of optimum G1 and G

2 square and

hexagonal cells in the yyxx and xyxx planes.

-0.06 -0.03 0 0.03 0.06

-0.06

-0.03

0

0.03

0.06

-0.06 -0.03 0 0.03 0.06

-0.002

-0.001

0

0.001

0.002

-0.04 -0.02 0 0.02 0.04

-0.04

-0.02

0

0.02

0.04

-0.01 -0.005 0 0.005 0.01

-0.01

-0.005

0

0.005

0.01

(a) (b)

(c) (d)yy ys

*xy

xx ys

yy ys

xx ys xx ys

xx ys

xy ys

xy ys

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

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57

Figure 4.5. Effective yield strength of the square and hexagonal unit cells under uni-axial and

shear loading as a function of relative density. Yield strength for square cell under uni-axial (a)

and shear loading respectively (b); (c) and (d) pertain to the hexagonal cell.

4.4. Discussion

The plots in figures 4.2 and 4.3 show the pivotal role of cell geometry on yield, ultimate

and fatigue strengths of the studied lattice materials. For each case, the local stress

concentration observed in G1 cells is removed by using unit cells with smooth G

2 corners.

A comparison between the maximum stress (figures 4.2 and 4.3) and failure surfaces

(figure 4.4) of the optimum G1 and G

2 cells shows the advantage of optimizing the cell

geometry to improve the fatigue resistance of the lattice geometries under investigation.

The results show that G2 cells, especially the hexagonal cell, can distribute the materials

more efficiently within the RVE so as to yield a lower maximum stress without stress

concentration (recall Figs. 4.2 and 4.3). Thus, in comparison with G1 cells, the failure

surfaces of G2 cells are wider, showing a higher fatigue resistance.

0 0.1 0.2 0.3 0.40

0.01

0.02

0.03

0 0.1 0.2 0.3 0.40

0.005

0.01

0.015

0.02

0 0.1 0.2 0.3 0.40

0.02

0.04

0.06

0 0.1 0.2 0.3 0.40

0.04

0.08

0.12

0.16 (a) (b)

(c) (d)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

-40 -20 0 20 40

-40

-20

0

20

40

Opt arc (Yield)

Opt arc (Ult)

G2 (Yield)

G2 (Ult)

Small arc (Yield)

Small arc (Ult)

xx

ys

xx

ys

xy

ys

xy

ys

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58

Table 4.1. Yield and ultimate strength of the optimum G1 and G

2 unit cells for square and hexagonal lattices.

%10 %10 %20 %20 %30 %30

Uni-axial tension shear Uni-axial tension shear Uni-axial tension shear

y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u

(MPa) y

(MPa) u (MPa)

Square unit

cell

Optimum

G1 unit cell

37.65 48.17 0.813 1.5 73 98.4 3.89 7.1 127 138.7 11.3 19.8

Optimum

G2 unit cell

38.97 43.39 1.26 1.98 77.34 93.4 6.11 9.9 131.7 145.8 15.5 25.3

Hexagonal

unit cell

Optimum

G1 unit cell

3.68 6.52 1.63 2.9 20.6 40.5 9.63 16 54.2 110.4 25.8 44.7

Optimum

G2 unit cell

5.48 8.96 2.45 4.25 22.4 44.6 10.4 17.3 56.3 113.86 27.2 47.3

Table 4.2. Fatigue to monotonic performance ratio, /e us , of optimum G1 and G

2 lattices made of Ti-6Al-4V and Al 6061T6 (material

properties in Table 4.1 of chapter 3) at given relative densities.

%10 %20 %30

e

us

( 1.0R ) e

us

( 5.0R ) e

us

( 1.0R ) e

us

( 5.0R ) e

us

( 1.0R ) e

us

( 5.0R )

Al Ti Al Ti Al Ti Al Ti Al Ti Al Ti

Square

unit cell

Optimum G1 unit cell 0.44 0.43 0.26 0.27 0.44 0.44 0.265 0.27 0.445 0.45 0.267 0.29

Optimum G2 unit cell 0.48 0.487 0.28 0.318 0.475 0.476 0.28 0.31 0.47 0.474 0.28 0.31

hexagonal

unit cell

Optimum G1 unit cell 0.45 0.446 0.27 0.282 0.46 0.467 0.278 0.3 0.47 0.45 0.29 0.288

Optimum G2 unit cell 0.455 0.45 0.27 0.288 0.46 0.467 0.28 0.3 0.475 0.45 0.29 0.288

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59

Figure 4.6. Modified Goodman diagram for Ti-6Al-4V square and hexagonal unit cells at given

relative densities. G1

and G2 square under uni-axial loading (a), and shear loading condition (b);

G1 and G

2 hexagon under uni-axial loading (c), and shear loading (d).

By comparing the failure surfaces and modified Goodman diagrams of G2 and G

1 cells

(figures 4.4 and 4.6), we observe that G2 cells have a higher fatigue resistance for

bending dominated lattices. On the other hand, for the square cell, which is stretching

dominated under uni-axial loading, G2 cells have fatigue resistance comparable to

optimum G1 cells. In this lattice the stress regime of cell struts parallel to the loading

direction is fairly uniform and is mainly controlled by the thickness of the cell members.

0 0.05 0.1 0.150

0.05

0.1

0.15

0 0.005 0.01 0.0150

0.005

0.01

0.015

0 0.01 0.02 0.030

0.01

0.02

0.03

0 0.02 0.04 0.060

0.02

0.04

0.06

mean

ys

(a) (b)

(c) (d)

alt

ys

mean

ys

alt

ys

alt

ys

alt

ys

mean

ys

mean

ys

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

0 50 100 150 200 250 3000

50

100

150

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

G2 cell

Small arc

Opt arc

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60

Thus, the material distribution around the RVE joints and the curvature discontinuity of

the RVE profile has a minor effect on the stress regime. On the other hand, for a bending

dominated lattice, the bending moment is maximum at the cell corners. This suggests that

the distribution of material in this region governs the maximum stress and the fatigue

resistance.

4.5. Concluding remarks

A shape optimization strategy has been described to improve the fatigue

resistance of lattice materials by reducing the effect of geometrical stress

concentration. The inner profile of these optimized unit cells are synthesized with

G2-continuous curves of minimum weighted curvature. Failure surfaces and

modified Goodman diagrams of the optimized G2 cells were extracted. The results

show that for bending dominated lattices, the optimum G2 cells have higher

fatigue resistance than optimum G1 cells. Thus it is suggested that for a bending

dominated lattices, if manufacturability is not a concern, optimum G2 cell lattices

should be preferred over unit cells with arc-rounded joints.

As a practical engineering application, the following chapters will describe how

the shape optimization formulation described above can be integrated in the

design of self-expandable Nitinol stent grafts and a novel state-of-the-art

protective cage for rotary intravenous respiratory assist catheter.

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61

Chapter 5

Shape optimization of stress concentration-free lattice

for self-expandable Nitinol stent-grafts

5.1. Objectives

The method to reduce stress concentration described in chapter 4 is applied here to

improve the fatigue resistance of Nitinol self-expandable stent-grafts. These stents grafts

are here considered as made of periodic closed-cells. The shape of the unit cell is

optimized to obtain smooth profiles of the unit cell and then used to generate a planar

array for a stent-graft. Design optimization is systematically applied to minimize the

curvature and to reduce the bending stresses of the elements defining the stent cells.

The chapter is organized as follows. First, a description of stent typology, their

application and design challenges are briefly reviewed. Then, the shape optimization

strategy described in chapter 4 is implemented to design a self-expandable Nitinol stent-

graft against fatigue failure. In section 4, a parametric study is carried out to study the

effect of the selected geometric parameters on the fatigue resistance and radial stiffness

of the stent. Concluding remarks are given at the end of the chapter.

5.2. Introduction to structural design of stents

Intravascular stents are primarily used to open and scaffold tubular passages or lumens

such as blood vessels, biliary ducts and the esophagus (Duerig et al., 1999). They may

consist of expandable lattice meshes that can deploy and hold endovascular grafts,

arterial endoprosthesis and self-expanding heart valve implants. Figures 5.1 (a-e) show

recent commercial applications of stent devices, which are designed to deploy into the

body by minimally invasive percutaneous intervention (Kleinstreuer et al., 2008b; Rose

et al., 2001; Vergnat et al., 2009; Webb, 2008). Based on the deployment mechanisms,

stents can be loosely classified into balloon expanding (BE) structures and self expanding

(SE) structures. BE structures, which are manufactured from a tube with a radius smaller

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62

than the radius of the target vessel, are deployed using a retractable inflating balloon. The

plastically deformed structure preserves its deployed shape after the balloon deflation and

retraction. In contrast, SE stents are manufactured from tubes with a diameter larger than

the diameter of the target vessel. For delivery and insertion purposes, the stent must be

compressed elastically into a smaller diameter delivery catheter, which is then inserted

percutaneously into the body. Upon reaching the desired position, the stent is deployed to

its original shape by removing the casing catheter.

Figure 5.1. Commercially available stents developed for prescribed applications (Masoumi

Khalil Abad et al., 2012).

Depending on the stent application, its structure should address multiple functional

requirements and often conflicting objectives. For example, bare metal stents used for

opening the occluded arteries, as shown in figures 5.1. (d-e), are required to provide a

combination of high radial force and axial flexibility in order to keep the artery open,

prevent stent migration, conform to the curved blood vessels, and flex during the body

movement (Cheng et al., 2006). Stents used as prostheses of aortic valve (Figure 5. (a-b))

are required to provide high radial strength to exclude the calcified leaflets and to avoid

recoil. They must also fix the stent in the ascending aorta and provide longitudinal

stability (Grube et al., 2006). In endovascular repair for abdominal aortic aneurisms

(AAAs), the structure of a stent-graft (Figure 5. (c)) should provide sufficiently high radial

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63

force to prevent graft migration and blood leakage into the aneurysm cavity (Kleinstreuer

and Li, 2006; Kleinstreuer et al., 2008b).

Since 1990, an ever increasing demand for endovascular stents has led to significant

advancements in the field of analysis, modeling and design of stent structures. Restenosis

rate, vessel patency, cloth formation, stent migrations, stent collapse, stent positioning,

and stent expansion behavior are common concerns that have attracted the attention of

several researchers (Bedoya et al., 2006; Chua et al., 2002; Duerig et al., 1999;

Flueckiger et al., 1994; Kleinstreuer et al., 2008b; Lally et al., 2005; Lim et al., 2008;

Martin and Boyle, 2010; Migliavacca et al., 2002; Petrini et al., 2004; Timmins et al.,

2007; Wang and Masood, 2006). These studies have shown that besides mechanical and

biological factors, the geometry and typology of a stent is a crucial aspect that governs

the device function and its performance. A parametric FE study on an actual balloon

expandable (BE) stent demonstrated the considerable influence of the metal surface area

in contact with artery on the stent radial stiffness and its radial expansion behavior

(Migliavacca et al., 2002). In addition, the impact of the typology on stent dogboning and

foreshortening, and the level of induced wall stress in the atherosclerotic arteries has been

examined for a number of commercially available BE stent designs.(Lally et al., 2005;

Lim et al., 2008). Bedoya et al. (2006) performed first a parametric study on their

proposed generic BE stent. Then they optimized the performance of the stent design by

minimizing the normalized weighted sum of the wall stress, lumen gain, and cyclic

deflection of the artery wall (Timmins et al., 2007). A work by Early and Kelly (2010)

investigated the wall stress induced in the stented femoral and coronary arteries after

deploying two typologically different SE stents and one BE stent. Their conclusion is that

SE stents generally induce lower stress level in the vessel wall than BE stents do.

5.3. Problem statement

Shapes, size as well as the thickness and width of a lattice cell are geometric variables

that can be tailored to improve the mechanical performance of a stent structures, such as

its fatigue life, axial flexibility and radial stiffness. Design optimization can be used to

find the values of these variables that best optimize one or more performance metrics of a

stent device. So far, however, the synthesis of a stent through systematic design

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64

optimization has received minor attention. For example, figure 5.1(f) shows the structural

geometry of a recent stent consisting of a 2D lattice of closed-cells (Zhi et al., 2008). At

the blending points between the arcs and the linear segments of each cell, the curvature

has a discontinuity that acts as a stress concentrator (Neuber, 1967). In ten years life, a

stent can undergo nearly four hundred millions of cycles, mainly because of pulsating

blood pressure, and body movement. Such a cyclic load drastically amplifies the effect of

stress concentration that eventually reduces the fatigue life of the stent. The need to

reduce the level of stress concentration in a modular structure motivates this chapter. Due

to the existence of several stent applications, each entailing the fulfillment of specific

requirements, the focus of this chapter is on stent grafts used for treating abdominal aortic

aneurism. The success of these stent grafts is often undermined by stent fatigue, graft

migration, and blood leakage into the aneurysm cavity (Kleinstreuer and Li, 2006; Li and

Kleinstreuer, 2005). Three strategies can be adopted to reduce these risks in stent grafts

made of metallic materials: i) stiffen the stent in the radial direction to reduce

endovascular leakage and device migration; ii) reduce the level of the alternating strain

generated by a pulsating blood pressure to increase the stent’s fatigue life; iii) to use

biodegradable stents.

5.4. Shape synthesis of lattice geometry

We employ in this chapter the design strategy presented in the previous chapter to

synthesize a planar lattice free of stress-concentration. In contrast to the weighting

coefficients chosen in equ. (4.7), wk in this chapter is determined as a function of the

strain regime of the material. We consider strain, rather than stress because the plateau

region of the Nitinol stress-strain curve (figure 5.2), is much more sensitive to strain

changes. This region corresponds to the stress induced phase transformation from the

austenite to the martensite state and has a strong impact on the fatigue life of the Nitinol.

The weight coefficients are therefore defined as:

k

k

T

εw =

ε (5.1)

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65

where kε and

Tε are, respectively, the rms values of the von Mises strain at the thk

supporting point of the profile curve, and the rms value of the strain over the whole cell

element of the stent and are defined as:

2

1

1 m

T iim

(5.2)

2

1

1 k

k kiik

, m

μ =k 50 (5.3)

where m is the total number of nodes in the FE model, i is the von Mises strain at the ith

node and ki is the von Mises strain of the k nodes (2% of the total nodes of FE model),

which are relatively closer to the kth

supporting point. The structural optimization

algorithm is set to end when the reduction in the maximum strain value is smaller than

0.1%.

Figure 5.2. Schematic view of Nitinol stress-strain curve.

Figure 5.3 shows the unit cell of the lattice stent consisting of G2-continous curves.

Because of its elliptical shape of the proposed unit cell and for the sake of brevity,

throughout this chapter we will recall this cell as E cell. The unit cell is repeated in a

planar sheet to form the lattice, which is then folded into a cylindrical surface. The lattice

cylinder is described by nc cells in the circumferential direction and nl distinct cell rows

in the longitudinal direction. The tube thickness and strut width are respectively t and w,

ASf

ASs

SAs

L

SAf

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66

and we assume that the stent has a total length of 100mm and a non-shrunk diameter of

30mm (Kleinstreuer et al., 2008b).

Figure 5.3. Schematic view of the proposed G2-continuous cell geometry: (a) the proposed E cell

geometry; (b) parameterization required for the synthesis of a G2-continuous cell shape; (c) inner

boundaries of initial design and structurally optimized E cell.

5.4.1. Numerical modeling

5.4.1.1. Finite element modeling

The stent geometry is synthesized through a MATLAB subroutine, which is coupled to

ANSYS to build, mesh, and solve the 3D model of the stent. Here, only the stent rows in

contact with the aneurism neck are examined due to their importance for stent-graft

migration and fatigue life (Kleinstreuer et al., 2008b). Usually, a stent consists of a set of

separate rows that are sutured on the graft fabric. Between rows, there is a gap in the

axial direction to allow a relative movement of the stent rows and to increase the axial

flexibility of the stent. In the sealing section located at the two distal rows of the stent-

graft, the stent does not gain its original size and the graft material is not in tension. Since

the stiffness of the graft material is very low, the effect of the connectivity of the rows in

the sealing section can be neglected (Kleinstreuer et al. 2008). Because of symmetry in

both geometry and loading, only ¼ of one cell is modeled. Symmetric boundary

conditions are applied at the planes of symmetry. To mesh the stent elements of the

lattice cell, a 3D eight-node element type, SOLID 185, is selected. The arterial wall is

modeled as a cylinder and meshed by a twenty-node element type, SOLID 95. A mesh

sensitivity test is also performed to ensure the independency of the results from the mesh

size.

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67

5.4.1.2. Material model

During the insertion process, SE stents should withstand large elastic deformations; thus

the mechanical properties of the material out of which they are made should be selected

to accommodate large strains. In these instances, Nitinol, as a bio-compatible material

with ability to withstand severe deformation without plastic deformation is an ideal

candidate (Duerig et al., 1999). Figure 5.2 shows the schematic view of the stress-strain

curve of Nitinol at a given temperature. The large range of the recoverable strain and the

existence of the stress plateau in the stress-strain curve, namely pseudo-elasticity

behaviour of the Nitinol, are governed by stress-induced phase transformations of the

material under mechanical loading. At low stress levels, the stress varies linearly with

respect to the strain. Under a stress increase, the material, initially in the austenite phase,

undergoes a stress-induced martensite transformation. By this transformation, the

material undergoes large strains. During unloading, through a reverse transformation

from the martensite to the austenite phase, the induced strains are fully recovered and the

material returns to the original austenitic stress–strain state.

Over the past two decades, the area of constitutive modeling of shape memory alloys,

such as Nitinol, has been the topic of research efforts, with significant advancements

(Auricchio, 1995). To characterize the pseudo-elastic response of shape memory alloys, a

class of constitutive models have been developed based on a selected hardening function

that models the stress-strain response during the stress–induced martensite

transformation. Such constitutive models introduce a linearized stress–strain relation as

seen in figure 5.2 with, , , , , and , as material constants. Here we use

the constitutive model by Auricchio (1995) to model the super-elastic properties of

Nitinol. Table 5.1 shows the material properties of Nitinol used in this study.

Aneurism artery wall is assumed to be an isotropic material with a nearly incompressible

material with a Young’s modulus of 1.2MPa and a Poisson’s ratio of 0.495. The structure

of the artery neck is assumed as a cylinder with internal diameter of 22 mm and wall

thickness of 1.5 mm (Kleinstreuer et al., 2008b).

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68

Table 5.1 Nitinol material properties (Kleinstreuer et al., 2008b).

EMartensite

(GPa)

AusteniteE

(GPa) ν

ASsσ

(MPa)

ASfσ

(MPa)

SAsσ

(MPa)

SAfσ

(MPa)

Lε (MPa)

47.8 51.7 0.3 600 670 288 254 6.3%

5.4.1.3. Loading conditions

a. Shrinking loading

For delivery purposes, the stent-graft assembly with outer diameter of 30mm must be first

shrunk to fit into the 24F delivery sheath and then, when deployed, must regain its

original shape. We model the shrinking manoeuvre by applying a radial displacement to a

rigid movable surface, which is in frictionless contact with the strut’s outer surface. The

graft material is assumed to have a negligible effect on the overall behavior of the stent in

the sealing section; thus the graft is not considered for modeling.

b. Sealing loading

The stent should be anchored to the neck artery of the abdominal aortic aneurism (AAA)

after its release from the deployment system. The anchoring force should be sufficiently

high to prevent the stent-graft migration. In this , the stent deployment is modelled

in two steps. First, the stent is shrunk to a diameter close to the artery interior wall by

using a rigid contact surface. Second, the stent expanded to reach an equilibrium radius in

contact with the artery wall by gently removing the contact surface of the rigid body. The

diastolic and systolic blood pressures are modeled as constant pressures applied to the

inner surface of the artery wall.

5.5. Results

Figure 5.3(c) shows the results of minimizing the curvature of the inner boundary-profile

for the E lattice cell. Figure 5.4 shows the views of the structurally optimized stents.

Figure 5.5(a) illustrates the von Mises strain distribution in the shrunk stent. It can be

seen that the maximum strain level is below the 12% allowable threshold strain limit of

Nitinol (Kleinstreuer et al., 2008b). It shows that the stent can shrank without fracture.

However, as explained later in the discussion, the deployment constraint imposes a

maximum on the allowable number of cells in the circumferential direction. The

distribution of the first principal strain in the deployed stents is shown in figure 5.5(b).

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69

Table 5.2 shows the performance of the proposed design in comparison with the available

reference stent investigated by (Kleinstreuer et al., 2008b). We will refer to this stent as R

stent. It should be noted that the requirement used for comparison in table 5.2 is the area

of the R stent in contact with artery; this area is assumed to be equal to the area of the E

stent. For a given surface area requirement, we select as design variable the strut width

and we fix as design parameters: 1) the number of cells in the longitudinal direction so as

the stents have equal share of pressure on the artery wall at each row; 2) the stent

thickness, as its effect on the blood flow and hemodynamic properties may be significant.

Table 5.2 shows that the proposed E stent has 69.1% higher fatigue safety factor2 and

82.4% larger radial supportive force per unit of stent area. Figure 5.5 (c) shows the von

Mises stress distribution induced in the artery wall after graft deployment. The stress

level in the artery wall is below 0.67MPa, the elastic limit of the artery (Raghavan et al.,

1996). However, compared to the R stent, the level of von Mises stress induced in the

artery wall exhibits a 32.4% increase. This stress level might reduce over time but it

should be below the allowable elastic limit of the artery wall after stent insertion. Figure

5.6 illustrates the radial supportive force as a function of the outer diameter for the E

stent in comparison with the R stent for a prescribed stent area and tube thickness. For a

2mm constant radial displacement, the proposed E cell design provides 165% increase in

the supportive radial force.

2 where Pelton, A.R.,

Gong, X.Y., Duerig, T., Year Fatigue testing of diamond-shaped specimens. and

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70

(a)

(b)

Figure 5.4. Structurally optimum stent. (a) a straight row of lattice cells, (b) a row folded into a

cylinder.

Figure 5.5. FEA results for E cell. (a) Strain distribution in the shrunk stent; (b) first principal

strain in the stent after stent deployment under 100 mm-Hg mean pressure.; (c) von Mises stress

(in MPa) distribution in the artery after stent deployment under 100 mm-Hg mean pressure. The

maximum value occurs at the interface between stent and artery wall.

ANSYS 12.1

SEQV.249434.26072.272005.283291.294575.305859.317145.328429.339715.351124

ANSYS 12.1

EPS1.519E-04.443E-03

.002008

.002399

.002791

.003182

.003574

.001617

.001255

.834E-03

MAX

.297E-03 .010499 .020744 .030991 .041235 .051482 .061727 .071974 .082219 .092465

MAX

(a)

(b) (c)

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71

Figure 5.6. Radial supportive force versus stent outer diameter of E-stents compared to R cell

stent for a given area in contact with the artery wall. The design parameters for E-stent are nc = 8,

nl = 10, t = 0.28mm, w = 0.45mm, while those for R stent are nc = 20, nl =10, t = 0.28mm, w =

0.35mm (Kleinstreuer et al., 2008b).

The results of the parametric study show that to obtain a shrinkable stent an upper limit is

required on the number of cells in the circumferential direction. For example, figure 5.7

(a-c) show that for a stent with nl = 10, t = 0.28mm, w = 0.45mm, only values of nc less

than 10 enable the stent to be shrunk without fracture.

The impact of the number of cells in the circumferential direction, nc, is illustrated in

figure 5.7 (a-c). Whereas the supportive radial force of the stent is not affected, the stent

area shows a rapid linear increase. The stent fatigue safety factor, on the other hand,

0

5

10

15

20

25

5 10 15 20 25 30

Ra

dia

l s

up

po

rtiv

e f

orc

e (

N)

Stent outer diameter (mm)

E Cell

R Cell

Radial force at

100 mmHg (N)

Fatigue safety

factor

Wall stress

(MPa)

Maximum shrunk

strain (%)

E cell 3.1 3.4 0.351 9.42

R cell 1.7 2.01 0.265 8.86

Table 5.2 Comparison of stent performances. Reference cell, or R cell, from (Kleinstreuer et al.,

2008b).

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72

Figure 5.7. Plots of number of cells in the circumferential and radial direction, thickness and width of cell elements versus

radial force, fatigue safety factor, and metal area in contact with artery for E cell geometry. (a-c) effect of nc for , nl = 10,t =

0.28mm, w = 0.45mm (d-f) effect of nl for t = 0.28mm, w = 0.45mm , nc = 8; (g-i) effect of t for, w = 0.45mm , nl = 10, nc =

8; (j-l) effect of w for, t = 0.28mm , nl = 10, nc = 8 for E cell geometries. R stent is a benchmark stent design (Kleinstreuer et

al., 2008b); its design parameters are nc = 20, nl = 10, t = 0.28mm, w = 0.35mm.

1.5

1.9

2.3

2.7

3.1

3.5

3.9

5 7 9 11 13 15 17 19 21

Ra

dia

l fo

rce

(N

)

Number of cells in circumferential direction

E Cell

Ref [2]

Deployability

Constraint

1.5

2

2.5

3

3.5

4

4.5

5

5.5

5 7 9 11 13 15 17 19 21

Fa

tig

ue s

afe

ty f

acto

rNumber of cells in circumferential direction

E Cell

Ref [2]

Deployability

Constraint

1000

1200

1400

1600

1800

5 7 9 11 13 15 17 19 21

Me

tal a

rea

(m

m^

2)

Number of cells in circumferential direction

E Cell

Ref [2]Deployability

Constraint

1.5

1.9

2.3

2.7

3.1

3.5

3.9

7 9 11 13

Ra

dia

l fo

rce (

N)

Number of cells in longitudinal direction

E Cell

Ref [2]

1.5

2.5

3.5

4.5

5.5

7 9 11 13

Fa

tig

ue s

afe

ty f

ac

tor

Number of cells in longitudinal direction

E Cell

Ref [2]

1000

1400

1800

7 9 11 13

Me

tal are

a (

mm

^2)

Number of cells in longitudinal direction

E Cell

Ref [2]

1.5

1.9

2.3

2.7

3.1

3.5

3.9

0.2 0.25 0.3 0.35 0.4 0.45

Rad

ial

forc

e (

N)

Strut thickness (mm)

E Cell

R Cell

1.5

2.5

3.5

4.5

5.5

0.2 0.25 0.3 0.35 0.4 0.45

Fati

gu

e s

afe

ty f

acto

r

Strut thickness (mm)

E Cell

R Cell

1000

1200

1400

1600

1800

0.2 0.25 0.3 0.35 0.4 0.45

Meta

l are

a(m

m^

2)

Strut thickness (mm)

E Cell

R Cell

1.5

1.9

2.3

2.7

3.1

3.5

3.9

0.25 0.35 0.45 0.55

Rad

ial

forc

e (

N)

Strut width (mm)

E Cell

R Cell

1.5

2.5

3.5

4.5

5.5

0.25 0.35 0.45 0.55

Fati

gu

e s

afe

ty f

acto

r

Strut width (mm)

E Cell

R Cell

1000

1200

1400

1600

1800

0.25 0.35 0.45 0.55

Meta

l are

a (

mm

^2)

Strut width (mm)

E Cell

Ref [2]

(a) (b) (c)

(d) (e) (f)

(g) (h) (i)

(j) (k) (l)

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73

decreases if nc does. Therefore, higher values of nc should be chosen while respecting the

deployment constraint as shown in figure 5.7 (a). It is noteworthy, also, that reducing nc

might increase the stress level in the artery wall.

Figures 5.7 (d-f) illustrate the influence of the number of cells, nl, in the longitudinal

direction on the stent performance. By increasing nl for a given arterial length, the share

of each row in supporting the arterial radial load decreases that reduces the level of radial

supportive force as shown in figure 5.7 (d). In addition, the stiffness of the stent increases

by shortening the length of each cell row. This outcome improves the stent fatigue safety

factor by reducing the level of alternating strain.

Figures 5.7 (g) and (j) show that thickening the strut and width is beneficial for both stent

radial stiffness and radial supportive force. Besides these gains, a stiffer stent would be

also more resistant to the deformation imposed by a pulsatile pressure, thereby reducing

the alternating strain experienced by its members. This is observed in figures 5.7 (h) and

(k), where the fatigue safety factor increases linearly with w and t. On the other hand,

Figure 5.7 (i) shows that the stent area is not affected by any change of the stent thickness

as opposed to the trend observed by varying nc, nl, w in figures 5.7 (c), (f), and (l).

The result of figure 5.7 (g), however, should be taken with a caution. A thicker strut will

cause a higher contact stress in the artery wall. Furthermore, blood flow in proximity with

the artery wall and stent struts will affect the selection of the strut thickness. These issues

should be determined through multi-disciplinary analysis and optimization involving both

computational fluid dynamics and structural analysis.

5.6. Concluding remarks

This chapter has presented a design methodology based on shape optimization to

improve the fatigue safety factor and to increase the radial supportive force of Nitinol

self-expandable stent-grafts with closed-cell geometry. To increase stent fatigue life,

we have proposed to synthesize the shape of each cell of the lattice with elements of

continuous curvature. Minimizing their curvature has reduced the bending moments

caused by curved cell members. A novel cell geometry has been synthesized, and its

radial supportive force and fatigue safety factor have been studied through a FEA

parametric analysis. Compared to recent stent design, the results have shown an

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74

improvement of the stent anchoring performance and a reduction of the risk of fatigue

failure.

As shown by the results of the parametric study, stent radial supportive force, fatigue

failure safety factor, and stress level in the artery wall often have conflicting

outcomes. Furthermore, other parameters such as crimping and dogboning are

important properties of a stent that should be studied. An improvement of one will

penalize the other. It is, thus, necessary to formulate the shape synthesis of the lattice

cell within a multi-objective optimization framework (Messac et al., 2003), which

would be capable of providing trade-off solutions among the conflicting objectives.

In this chapter, stent design for fatigue life has been tackled by minimizing the

occurrence of stress concentration due to geometric discontinuity. This method can be

complemented by integrating a fracture mechanics approach, which is based on the

design guidelines for fatigue design of Nitinol devices (Robertson and Ritchie, 2007;

Robertson and Ritchie, 2008; Stankiewicz et al., 2007). In such a structural design

approach, various fatigue parameters, including the effect of loading ratio, R, and

phase transition in the tip of fatigue crack are considered.

The methodology proposed in this chapter can be applied to synthesize the geometry

of other types of stents, e.g. superficial femoral artery stents, to meet prescribed

design objectives imposed by the specific application.

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75

Chapter 6

Structural design of a protective cage for a rotating

intravenous oxygenator

6.1. Objectives

The percutaneous respiratory assist catheter (PRAC) with rotary bundle is a promising

alternative to current mechanical ventilators for respiratory assist of patients with acute

respiratory failure. The device, developed by ALung Technologies Inc. (Pittsburgh, PA)

in partnership with the University of Pittsburgh, is a rotating intravenous oxygenator,

which is inserted through a peripheral vein into the vena cava. PRAC is expected to

drastically reduce the patient’s recovery period (from 3 weeks to 7 days), associated risks

of infection, and iatrogenic injuries. One remaining obstacle to achieve the proper

functioning of the oxygenator is the design of an encasement to protect the vena cava

from injury during the rotation at high speeds. In this chapter, we apply the method for

the synthesis of a planar lattice free of stress concentration to design a protective

encasement for PRAC with rotary bundle.

This chapter is organized as follows: first the background, motivations, and design

objectives of the protective cage are described. Since the cage-supported catheter works

in contact with the blood, it should be designed to have minimum level of blood damage.

Hence, a review of the principles required to design blood-contacting medical device is

given in appendix C at the end of this thesis while the fundamentals for gas oxygenation

are reported in appendix B. In section 6.3, we propose two conceptual designs for the

protective cage. The detailed structural and blood flow analyses of the proposed solutions

are given. The chapter ends with concluding remarks.

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6.2. Background, motivation, and problem statement

6.2.1. Lung diseases, statistics, and available treatments

Acute and chronic lung diseases present a major healthcare problem in Canada and the

United States, affecting an estimated 10% of the population (Public Health Agency of

Canada, 2007; Svitek and Federspiel, 2004). Over 3 million Canadians cope with one of

five serious respiratory diseases – asthma, chronic obstructive pulmonary disease or

COPD, lung cancer, tuberculosis, and cystic fibrosis (Public Health Agency of Canada,

2007). Since many of these conditions are linked to an aging population, their prevalence

is predicted to increase. The economic effects of these diseases, not including lung

cancer, are tremendous: nearly $5.7 billion of direct costs and $6.7 billion of indirect

costs are incurred annually, representing 6.5% of the total healthcare cost.

Among the respiratory diseases mentioned above, chronic obstructive pulmonary disease

(COPD) is a prevalent lung disease with a high mortality rate3. Acute exacerbations of

COPD occur because of pollution, bacterial and viral infections, and changes in

environmental temperature (Petty, 2002). Patients who are in need of medical treatment

for COPD often suffer from three acute exacerbations per year (Niederman, 1998).

Fortunately, acute exacerbations may be reversible if the lungs can be temporarily

supported and allowed to heal (Davidson, 2002; Hirvela, 2000; Sethi and Siegel, 2000).

The required temporary supplemental oxygenation and carbon dioxide removal is

conventionally done by one of two methods: (1) mechanical ventilation, which forces air

into the lungs at a prescribed pressure or volume; or (2) extracorporeal membrane

oxygenation (ECMO), whereby carbon dioxide and oxygen are exchanged through

artificial membranes in an external blood circuit. Mechanical ventilation and ECMO

systems, which are often employed complementarily, are mechanically complex and

3 COPD affects 4%-10% of adults Halbert, R., Isonaka, S., George, D., Iqbal, A., 2003. Interpreting COPD

Prevalence Estimates*. Chest 123, 1684-1692.and is reported as a cause of almost 662,000 hospitalizations

in US that led to 105,000 deaths there during the year 1998 Mannino, D.M., Homa, D.M., Akinbami, L.J.,

Ford, E.S., Redd, S.C., 2002. Chronic obstructive pulmonary disease surveillance-United States, 1971-

2000. Respiratory care 47, 1184-1199..

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bulky extracorporeal devices. Their use can lead to post-operative infections, which have

an alarmingly high mortality rate (40%). Moreover, they require intensive surgical

procedures, involving patient sedation and intubation, and are prone to iatrogenic (i.e.

treatment-induced) injuries, such as volutrauma or barotrauma (Mihelc et al., 2009).

6.2.2. Percutaneous Respiratory Assist Catheter (PRAC) with rotary bundle

Intravenous oxygenators are a promising alternative to extracorporeal systems. They

consist of a respiratory catheter that is inserted into the vena cava through a peripheral

vein. This technique is a minimally-invasive approach that uses the heart as a pump and

the body as a heat exchanger. The abandonment of large external devices and the

simplicity of the surgical procedure reduce the rate of infection and iatrogenic injury,

reduces the treatment costs and number of personnel involved (Federspiel and Svitek,

2004a). The principles of active gas exchange in blood oxygenators, including

intravenous rotary oxygenators, are briefly described in Appendix B for the reader not

familiar with the topic.

Despite the challenges imposed by stringent anatomical space constraints, in 2006 ALung

Technologies Inc. (Pittsburgh, PA) in partnership with the University of Pittsburgh

introduced the latest version of an intravascular oxygenator. This device (figure 6.1)

consists of an oxygenating bundle driven by an extracorporeal electrical motor at a speed

exceeding 7000 RPM (Hattler et al., 2006a). Figure 6.1 shows the rotary catheter, its

schematic embodiment, and its placement site within the vena cava. The rotary

oxygenator, which is inserted percutaneously and has an effective insertional diameter of

8.33 mm, consists of a 20 cm-long fiber bundle incorporating 525 micro-porous hollow

fiber membranes (HFMs) of 300 m outer diameter for a total surface area of 0.1 m2. The

fiber bundle is rolled around a stainless steel support rod with an approx. 2 mm outer

diameter that is connected to the extracorporeal gas sweep sources via a 52 cm long tube

(Eash et al., 2007c; Hattler et al., 2006b). Fiber rotation causes “active mixing” of the

blood with respect to the fiber bundle and a concomitant increase in the gas exchange

efficiency (Eash et al., 2007b). The rotary catheter is designed to provide 40-60% of the

body’s resting metabolic needs for a short period of time, thereby alleviating the burden

placed on a body that is convalescing after surgery (Eash et al., 2007a).

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Early in vivo attempts on swine failed because the rotating catheter fibers damaged the

wall of the tortuous inferior vena cava (IVC) into which it was inserted. Aiming at

protecting the vena wall from direct shear with the catheter, several protective cages were

devised, developed, and implemented by the Pittsburgh team during in vivo tests on a

calf. Although the cages protected the vena wall successfully, the catheter bundle was

damaged from shearing against the cage wall. The animal eventually died because of

severe blood clotting induced by the spoiled catheter bundle. In response to these

unsuccessful attempts, a research collaboration was formed between McGill University,

QC, Canada, and the McGowan Institute for Regenerative Medicine, University of

Pittsburgh, PA, to overcome the challenges met during the in vivo tests and to design a

novel cage that would ultimately make the rotary oxygenator function.

6.2.3. Problem definition

The cage-supported catheter is to be percutaneously inserted into the body and must

therefore fit into a 30 Fr (10 mm) sheath. When the appropriate position in the approx. 23

mm diameter IVC is reached, the cage should expand against the vessel wall to permit

catheter rotation while providing a sufficiently large unobstructed lumen for blood flow.

After 7-10 days of oxygenation required for healing the lungs, the cage is to be shrunk to

the catheter’s diameter to permit removal of the device from the body. Thus, the proposed

design must address the following structural requirements:

1. Protect both the IVC wall and the oxygenating bundle while guiding the rotating

catheter;

2. Be able to open and resist the geometrical restrictions imposed by the curved tortuous

vena cava of the animal in which the catheter must be tested;

3. Be sufficiently stiff to withstand both distributed and point forces applied by the

curved vein;

4. Be deployable and retractable for insertion and retraction purposes.

Besides these functional requirements, the cage-supported rotary catheter is a medical

device in contact with blood; therefore, its unavoidable level of blood damage should be

investigated and minimized. Furthermore, as a medical device working in the body, the

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protective cage should be manufactured from biocompatible materials and coatings. We

note here that the specifications and the development of the detailed material design of

the cage, which includes its coating, finishing, and its manufacturing process are beyond

the scope of this thesis; it will be the topic of further investigations in the future.

Figure 6.1. Rotary catheter with rigid internal shaft

6.2.4. Blood damage investigation of blood-contacting medical devices

Before being approved for clinical practice, a blood-contacting medical device must pass

through extensive design processes that include conceptual, embodiment and detailed

design. Each process should be supported by theoretical and numerical simulations, in

vitro experiments, and in vivo observations. From the mechanical engineering point of

view, the design process includes both the structural and hematologic aspects of the

device. While the desired objectives and the defined constraints of the structural design

differ from one medical device to another, hematologic design focuses on minimizing the

blood damage caused by the implantation of the device. The exact mechanisms leading to

blood damage are complex and not yet well understood (see Appendix C); however, it is

generally accepted that the level of blood shear stress and the existence of the regions of

flow stagnation and recirculation are among the flow-related factors that affect the level

of blood damage (Medvitz, 2008). These adverse blood flow features are often observed

within small passages, journals, steps, or crevices in the flow path that requires their

design for a lower level of blood damage (Zhao, 2008). Thrombosis and hemolysis are

well-known categories of blood damage that are observed after the implantation of blood-

contacting devices. The former refers to clot nucleation and accumulation in the vascular

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system, while the latter refers to premature damage or rupture of RBCs (Zhao, 2008).

Both types of blood damage, especially thrombosis, are complex phenomena that besides

physiological and biological parameters are affected by certain blood flow characteristics,

including shear stress. High shear stress values have been shown to be responsible for

hemolysis and platelet activation, while platelet deposition is often observed in regions of

low shear stress and flow stagnation (Chua et al., 2005; Medvitz, 2008). In vitro

experiments, in vivo observations and computational methods can be used to assess the

level of blood damage caused by a blood-contacting medical device. Appendix C at the

end of the thesis describes the methods that are currently used to estimate the hemolysis

and thrombosis blood damage.

6.3. Conceptual design of the protective cages for the PRAC with

rotary bundle

During the past three years, we have explored several conceptual designs for a protective

cage that meets the functional requirements listed in section 6.2.3. The bulk of these

concepts are periodic structures that can be thought as planar lattices folded into

cylindrical surfaces, inspired by Nitinol stents. These concepts have primarily been tested

in vitro and structurally optimized to comply with the deployability requirement for

percutaneous insertion of the cage. The rest of this chapter describes the design details of

two of these developed concepts.

6.3.1. Cage design I: 2008-2010

In 2008 exploratory concepts of the cage were tentatively proposed by a group of

undergraduate students at McGill University. Among these concepts, in 2009, a design

embodiment shown in figure 6.2 was identified for preliminary testing. The design

consists of a stent-like exterior tube made of Nitinol that is connected to the catheter

through four bearing-like inner rings, as shown in figure 6.2(a), each containing four

compliant arms that allow the cage to expand and contract. While the lateral surface of the

cage straightens slightly and opens the tortuous vena cava, the inner rings guide the

catheter to avoid direct shearing of the bundle on the cage wall.

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6.3.1.1. In vitro testing of proof-of-concept prototypes

The ability of the lattice cage to protect the catheter bundle in the human (straight) vena

cava has been simulated and tested in vitro. The test set-up (Fig. 6.3) consists of an

aluminum fixture, a straight and transparent plastic tube connected to a water faucet, and

an electrical motor for driving the rotary oxygenator catheter. Three different cage

prototypes made of titanium, as shown in figure 6.3(c), each with a prescribed number of

inner rings, were manufactured with the Electron Beam Melting facility located at the

Hydro Quebec research laboratory in Varennes (Montreal). In vitro tests revealed that a

minimum of four support rings (recall figure 6.2) are necessary to hold and guide the

catheter.

Figure 6.2. Initial design of the protective cage. (a) Front and top views; (b) 3D view of the cage

and its supporting ring.

6.3.1.2. Shape optimization of the exterior wall

During insertion and retraction maneuvers, the deformation of the exterior tube of the cage

should remain below the 12% allowable strain limit of Nitinol (Kleinstreuer et al., 2008a).

Preliminary FE analyses showed that the strain level in the shrunk cage exceeds 19%;

thus, the cage fails to provide the range of deformation required for the shrinking

maneuver. The FE contours of the strain distribution in the struts of the cage show that the

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maximum strain happens at the points with discontinuous curvature. To overcome this

challenge, we apply the method to reduce stress concentration in lattice structures

described in chapter 4 to obtain an exterior lattice of smooth unit cells. Similar to the

shape design of the stents explained in chapter 5, the exterior wall of the cage is defined

by a finite periodic lattice structure obtained by folding a 2D lattice sheet into a cylindrical

surface (figure 6.4).

Figure 6.3. Experimental set-up for concept evaluation of the cage in a straight tube.

As shown in figure 6.4 (c), the strut’s geometry can be described by nc cells in the

circumferential direction, nl cell rows in the longitudinal direction, the widths of the cell-

to-cell joints, 1 2 3, , ,t t t and 4t , and the strut thickness, 5t . The cage length is 240mm and

has a non-shrunk diameter of 25mm. We use here the same material properties and

element types as those described in the previous chapter for FE simulation of the Nitinol

stent-grafts. Figure 6.5 (a) shows the von Mises strain and stress distributions in the

shrunk cage defined by 12, 4l cn n 1 3 2 4, 0.6 , 1.9 ,t t mm t t mm and 5 0.6t mm . It

can be seen that the maximum strain in the shrunk cage is 6.4%, which is far below the

allowable 12% strain limit of the Nitinol. The force-displacement curve of the designed

cage (figure 6.5 (b)) shows that for a radial contraction of 1mm, the cage applies 7N on

the vena wall. This radial force is enough to open up the torturous vena cava and to

provide a safe lumen for the catheter rotation (Federspiel, 2010). An oversized cage could

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be manufactured to compensate for the un-deployed radius of the lattice after its insertion

in the vena cava. It is noteworthy that any of the above design scenarios requires further

experimental and numerical investigations to ensure the safe deployment of the protective

cage in the vena wall. This task is beyond the scope of the present dissertation and will be

considered as future studies. The above experimental and numerical observations show

that the structural design of the cage meets the functional requirements listed in section

6.2.3. However, this structural design poses some challenges. First, because of the

integrated rows of its exterior wall, the cage is axially stiff and does not fully comply

with the curved vena cava of the animal subjects; the axially stiff cage might excessively

straighten and damage the vena wall. Also, even for human subjects (with a straight vena

cava) safe insertion of the axially stiff cage through the curved vascular paths is a

challenging task for surgeons. Second, the four metallic compliant arms (figure 6.2)

increase the diameter of the shrunk cage, which generally should be as small as possible

for percutaneous insertion procedures. These two challenges were addressed by

introducing a second modified version of the cage, which is described in the following

section.

Figure 6.4. (a) 3D geometry of the proposed lattice; (b) portion of 2D lattice mesh of the lateral

surface of the cage; (c) parameterized quarter of the lattice unit cell.

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Figure 6.5. (a) von Mises strain distribution in the compressed cage design I; (b) radial

supportive force versus inner radius of the cage design I.

6.3.2. Cage design II: 2010-2012

Figure 6.6 shows the second version of the cage. As with the first version, the safe lumen

for rotation of the catheter is provided by deploying a stent-like exterior wall made of

Nitinol. In this version, however, the adaptability of the cage to the curved geometries is

achieved thorough inter-hoop clips. The flexible exterior wall of the tubular cage (figures

6.6 and 6.7) contains clipping hoops that connect different rows. The clips provide the

cage with sufficient axial flexibility to gently conform to an animal’s tortuous IVC and to

pass through the human vein paths during percutaneous insertion. The insertion size of

the cage is reduced by replacing the spiral wires of the first version with flexible radial

threads shown in figure 6.6. Made of stiff biocompatible hyper-elastic materials, the

strings are radially located to control the catheter’s movement in the radial direction

within an allowable tolerance. The hyper-elastic properties of the radial threads help to

reduce the risk of rupture, which could occur as a result of unexpectedly high vibration of

the catheter. As in the first version of the cage, the internal rings (figure 6.6) are

biocompatible strands in contact with the catheter bundles that maintain the position of

the catheter while it is rotating. It should be noted that the internal rings and the radial

threads are potential sites for excessive blood damage. Thus, experimental in vitro and in

vivo investigations are required to ensure the conceptual feasibility of these structural

features from blood flow point of view.

(a) (b)

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Figure 6.6. Second design of protective cage.

Figure 6.7. Lattice cage on a curved geometry. The clips linking the series of lattice hoops allow

the cage to adjust to change in the vein geometry.

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6.3.2.1. In vitro bench test of the second design of the cage in curved paths

We designed an in vitro set-up to qualitatively test the ability of the lattice cage in

protecting the rotary oxygenating bundle in the curved animal vena cava. The test set-up

(Fig. 6.8) consists of an aluminum fixture that allows simulating various curved paths and

an electrical motor for driving the rotary catheter. The vertical pillars shown in figure 6.8

(a) can be positioned in x, y, and z directions to generate various curved paths. Each pillar

is drilled with a 1in drill bit, which represents the outer wall of the cage. The catheter is

guided via three threads located 120 apart from each other, as shown in figure 6.8 (a).

Various shapes of the curves that mimic the wall of tortuous vena cava are selected and

tested as shown in figure 6.8. In contrast to the in vitro test described in section 6.3.1.1,

here we used a rotary catheter with a flexible inner shaft that gently conforms to the

desired curved paths, as shown in figures 6.8 (b) and (c). The in vitro observations

revealed that a cage with six inner rings can safely guide the catheter during its rotation

along curved paths like those shown in figures 6.8 (b) and (c).

Figure 6.8. Experimental set-up for concept evaluation of the cage in a curved path; (a) test set-

up and one of its adjustable pillars; (b) and (c) two curved paths of the the cage design II that can

successfully guide the rotary catheter bundle.

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6.3.2.2. Shape optimization of the exterior wall

Here we used the optimized shape of the unit cell, the design method, and the

computational procedure explained in the previous chapter to generate Nitinol stents free

of geometrical stress concentration. The strain distribution in the shrunk cage for 8cn ,

10ln , 0.28t mm , and 0.28w mm is shown in figure 6.9 (a). It can be seen that the

maximum strain of the shrunk cage is 10.3%, which is below the allowable strain limit of

the Nitinol. The force-displacement curve of the synthesized cage (figure 6.9 (b)) shows

that the cage can provide up to 10 N for 1 mm radial contraction, which is around twice

the required 4-5 N radial force for opening up the torturous vena cava.

Figure 6.9. (a) von Mises strain distribution in the outer wall of the compressed cage design II;

(b) radial supportive force versus the inner radius of the cage design II.

6.3.3. Retraction/Removal mechanism

After 7-10 days of oxygenation required for lungs to heal, the cage-supported catheter is

removed from the body by a retraction mechanism shown in figure 6.10. The shrinking

mechanism functions like a belt around the outer wall of the cage. It includes wire mesh,

guiding rings, and an exterior handle. The cage contracts the catheter by means of a thin

mesh wrapping (red in figure 6.10) around the tubular cage. The mesh consists of

circumferential hooks wrapped around each row of the lattice cage and longitudinal wires

connected through guiding rings to a handle outside the body. One end of each

longitudinal thread is connected to the cage and passes through the guiding rings until it

reaches the handle ring outside the body. The cage will collapse by tightening the wire

(a) (b)

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mesh through pressing the back of the fixed handle against the skin and pulling the

movable end in the opposite direction. This mechanism has been tested successfully on a

working rubber prototype.

Figure 6.10. Shrinking mechanism consisting of handle, guiding rings and threads to shrink the

lattice tubular cage.

6.3.4. Hematologic design

From a structural point of view, the second version of the cage meets the functional

requirements explained in section 6.2.3. For a blood-contacting medical device, the next

step is to investigate the amount of blood damage caused by the device during its

operation. In this section, we estimate the hemolysis level caused by implantation of the

second version of the protective cage by using four well-established numerical methods:

1- maximum shear stress approach; 2) mass-weighted shear stress average approach 3)

Eulerian approach, and 4) Lagrangian approach. The platelet activation state (PAS) will

also be estimated to obtain a rough approximation of the thrombosis induced by the cage-

supported rotary catheter. As mentioned earlier, the mathematical foundation of these

methods is explained in Appendix C. A comparison will be made between the numerical

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results of blood damage caused by the cage-supported catheter (C version) with that of

the catheter without a cage, which is used as a reference model and will be recalled as R

version throughout this chapter. In this section the focus is on studying the blood damage

caused by a cage with the following parameters 8cn , 10ln , 0.28t mm , and

0.28w mm .

6.3.4.1. Numerical modeling

ANSYS-FLUENT v.13, an unstructured-mesh finite-volume based commercial CFD

package, was used to solve the incompressible transient and steady Navier-Stokes

equations. The 3D CAD models of the blood volume around the R and C versions of the

rotary oxygenator were generated by using SolidWorks 2012 (figure 6.11). Inlet and

outlet volumes shown in figure 6.11 take into account the effect of upstream and

downstream flows in the vena cava after insertion of the catheter. In these models, the

vena cava is considered as a cylinder with inner diameter of 22 mm and total length of 24

cm. It should be noted that these two distal volumes are modeled as annular regions

because the connecting tube and the stationary tip of the catheter partially block the vena

cava. It is noteworthy that this dissertation does not consider the effect of physiological

blood vessels that join to the vena cava in the oxygenation site, e.g. renal blood vessels.

The detailed effect of these joining physiological pathways should be investigated

through experimental in vivo studies.

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Figure 6.11. 3D model of the blood flow in the reference, or R version (left) and cage-supported,

or C version (right) of the rotary oxygenator.

a. Mesh generation

We used the Mesh component of ANSYS Workbench v.13 to mesh the 3D models of the

R and versions of the rotary oxygenator (figure 6.11). The volume of the blood flow in

the R version is a primitive cylindrical geometry that can be easily meshed with

hexahedral elements, as shown in figure 6.12 (a). The mesh was then refined in the CFD

package to achieve a flow field independent of grid size, as shown in figure 6.12(b).

Because of the irregular and highly complex geometry of the cage struts, the blood

volume flowing between the vena wall and the C version of the oxygenator was meshed

by tetrahedral elements. Two approaches were used to mesh this volume. First, only

tetrahedron cells (free mesh) were used to discretize the blood control volume (figure

6.12(c) and (d)). This method is a simple and fast approach to mesh complex geometries,

but it usually produces a high number of cells and gives limited control to the analyst to

decide on the quality and size of the elements in region of interest. As can be seen in

figure 6.12 (d), despite the high number of generated cells (3,433,752 tetrahedron cells)

the mesh size around the catheter wall, which is the boundary with the maximum gradient

of shear strain rate, was too coarse to yield valid CFD results. Furthermore, because of

the high number of initially generated cells, using a sufficient level of mesh refinement

near the catheter wall was beyond our available computational resources at the time. To

resolve this challenge, the blood volume was divided into a region of primitive

cylindrical geometries that are connected with the irregular region of the exterior wall of

the cage, as shown in figures 6.13 (a) and (b). This technique requires more elaboration at

the pre-processing level, but it substantially reduces the number of cells required for grid-

independent CFD results. In this case, the primitive geometries were meshed with

hexahedron elements. The irregular region of the blood volume, which is shown in brown

in figures 6.13 (a) and (b), was meshed by tetrahedron elements.

For a turbulent flow, boundary walls are a major source of turbulent eddies that affect the

whole flow. Therefore, the fluid mesh around the boundary walls has to be refined until

mesh-independent results are attained. There are several tools to refine or coarsen the

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initial mesh. Here, we used the boundary adaption, */y y adaption, and gradient adaption

methods (FLUENT, 2009) to refine the mesh size near the boundary walls. For example,

figure 6.12 (b) and 6.13 (d) shows the axial cross section of the R and C versions of the

catheter after using the boundary adaption method.

b. Turbulence modeling

The blood flows around the rotary catheter with axial Reynolds number of

504ax axRe V D and Taylor number 1/2( ( ) / ) ( ) 11200i o i o i iTa R R R R R R .

The experimental Taylor-Reynolds map described in (Kaye and Elgar, 1956) predicts that

the rotation of the catheter causes the blood flow to be turbulent in the vena cava. The in-

coherent and time-dependent vortices observed during in vitro testing of the rotary

catheter validated this prediction (Budilarto et al., 2009).

There are several levels of turbulence modeling in CFD, and each of them is designed to

solve a certain range of problems. Reynolds Average Navier-Stokes (RANS), Large Eddy

Simulation (LES), Detached Eddy Simulation (DES), and Direct Numerical Simulation

(DNS) are examples of these established turbulent models. Among these methods, RANS

is the simplest level of modeling of a turbulent flow, while DNS is the most detailed but

computationally expensive one.

Most of the RANS models have been developed based on the experimental results of the

steady fluid flow streaming with a high Reynolds number over simple geometries, such

as a flat plate.

Some RANS models are modified to simulate low Reynolds number flows. The

applicability of RANS models is questionable for simulating separated and unsteady

flows. Several researchers have used RANS models to design and simulate blood-

contacting medical devices. A few studies (Kim et al., 1992; Yano et al., 2003) used the

k RANS model, but most of the researchers have used the k RANS model, e.g.

(Apel et al., 2001; Bluestein et al., 2000; Gu and Smith, 2005; Yin et al., 2004). In two

separate studies, (Apel et al., 2001; Song et al., 2003b) showed that in general the k

is a better model than k for simulating blood flow in heart pumps. They showed that

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Figure 6.12. Discretized model of the blood volume flowing in the R and C versions of the rotary

oxygenator; (a) 3D view of the meshed model of the R version. (b) The refined mesh near the

boundaries of the R version was obtained by using boundary adaption method. (c) and (d) 3D and

side views of the discretized model of the blood volume flowing in C version of the rotary

oxygenator meshed with tetrahedron elements.

Figure 6.13. (a) and (b) 3D and side views of the CAD model of the blood flow in the C version

of the oxygenator obtained by dividing the blood volume into primitive and irregular volumes; (c)

3D view of the meshed model; (d) the refined mesh near the boundary walls of the C version

obtained by using the boundary adaption method.

the k model has better accuracy in near-wall regions (low Reynolds number) while

the k model better simulates the blood flow far from the wall. (Myagmar, 2011) used

the shear-stress transport (SST) formulation of the k model to simulate the blood

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flow in the RIT LEV-VAD heart pump. The SST k approach uses the k model

for regions close to the boundary wall and k model for regions far from the wall

(FLUENT, 2009). (Myagmar, 2011) argued that in comparison with standard k

model, the blood damage calculated based on the results of SST k model is in more

agreement with the experimental findings.

The LES and DES are two turbulence models that directly resolve the geometrically

dependent large eddies that contain most of the turbulence energy. The size and range of

the resolved eddies depend on the selected time step and grid spacing, which dictate the

required computational resources and time. Medvitz (2008) used the LES model to

simulate the pulsatile and transient blood flow in a positive displacement left ventricular

assist device (LVAD).

The DNS model directly solves the Navier-Stocks equations by resolving all turbulent

fluctuations occurring at the smallest dissipative scale of turbulence, or Kolmogorov

scales. This method requires a very fine grid size and should be solved for sufficiently

small time steps; hence, it requires substantial computational power that limits its

applicability to simple geometries.

Choosing the turbulent model that accurately simulates the blood flow around the rotary

oxygenator is a challenging task. To select the appropriate turbulent model for our

problem, we tried three models to solve the blood flow around the R version of the

oxygenator, rotating at 7000 rpm in a straight vena cava geometry. These models were

steady SST k , transient SST k , and transient LES. The results of these

simulations were then compared with those experimental observations reported by

(Budilarto et al., 2009). The rest of the CFD analyses presented in this chapter are

performed by using the turbulent model in more agreement with the experimental data. A

converged solution was achieved once the scaled residuals fell below 1e-4, or when the

velocity field did not significantly change.

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c. Boundary Conditions

Blood flow with constant axial velocity of 0.117m/s ( 2 2, ( ) 4axial out inV Q A A d d )4

enters, through the inlet wall(s), into the control volume(s) of figures 6.11 (a) and 6.13

(a). A pressure-outlet condition was set at the outlet surface(s). All of the exterior walls

of the model as well as the interior boundaries of the inlet and outlet volumes were

considered as stationary rigid walls. The rotation of the catheter was modeled by

imposing a moving wall boundary condition with an absolute rotational speed along the

longitudinal axis of the catheter. The interface boundaries between different volumes

were defined as the interface boundary condition.

d. Discrete Particle Modeling (DPM)

The blood’s constituents, such as platelets and RBCs, were modeled as discrete particles

travelling along the blood flow. It has been shown that a sufficient number of particles

should be tracked to obtain valid hemolysis and PAS values (Chan et al., 2002). Here, we

tracked discrete particles that were released from the inlet surface shown in figures 6.11

and 6.13. The particles were assumed to have the same density and initial velocity as

those of the inlet blood flow. A sufficiently large number of time steps (50000) were

chosen to ensure the completion of the particles. Because of the large size of strain

history data files (near 861 Mb) we used the pathline data to calculate the hemolysis and

PAS values in MATLAB.

6.3.4.2. Results

This section presents the results of CFD analyses performed to solve the blood flow in

the R and C versions of the rotary oxygenator.

a. Turbulent model and Mesh-independency investigation

4 Here, axialV is the axial velocity, Q is the flow rate, A is the cross-sectional area, ind and

outd are, respectively, the outer diameter of the rotary catheter and the inner diameter of

the vena cava.

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Table 6.1 shows the average shear stress on the catheter obtained by solving the blood

flow around the R version for a different number of elements and turbulence models i.e.

steady SST k , transient SST k , and transient LES. Experimental observation

predicted an average shear stress of 17 Pa on the catheter wall rotating at 7000 rpm. It can

be seen that in comparison to steady and transient SST k models, the results of the

transient LES model are in better agreement with experimental observations. Therefore,

we chose to use the LES model for the remainder of our analyses. It should be noted that

LES model is a computationally expensive approach that requires a sufficiently fine mesh

to capture the small eddies in fluid flow. Furthermore, this method is designed for

transient problems and requires a sufficient number of time steps to obtain statistically

constant fluid flow parameters. Table 6.2 shows the average shear stress on the catheter

wall of the R version of the oxygenator at different rotational speeds obtained by LES

method. The good agreement between these results and the experimental observations

contribute to the validity of our CFD analyses.

Tables 6.3 and 6.4 illustrate the results of the mesh-sensitivity analyses for the R and C

versions of the rotary oxygenator. We used two parameters to ensure that the value of the

predicted blood damage is independent of CFD mesh. These two parameters are: i) the

average shear stress on the catheter wall and ii) the modified index of hemolysis (MIH)

obtained based on the Eulerian method for Heuser’s empirical blood damage model (

equation C.8 and C.9 of Appendix C). The former was selected as a measure of the stress

values around the boundary of high shear stress gradient, i.e. the catheter wall, while the

latter parameter is an indicator of the average of shear stress in the entire volume of the

blood flow.

Table 6.1. Average shear stress in Pa on the catheter wall of the R version oxygenator rotating at

7000 rpm for different number of elements and turbulence models.

Number

of nodes

Number

of cells Steady State k Transient k Transient LES

136080 119520 2.5 2.5 2.9

459840 378000 5.3 5.4 6.0

1514760 1253520 11.5 11.7 16.7

1773651 1444342 11.7 12.0 16.4

2765520 1953772 11.6 12.1 16.5

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Table 6.2. Numerical and experimental values of the average shear stress (in Pa) on the catheter

wall of the R version of the oxygenator rotating at different rotational speeds.

2000 rpm 4000 rpm 7000 rpm

CFD analyses (LES

turbulence model) 6.9 9.8 16.5

Experimental results

(Budilarto et al., 2009) 6 10.5 17

Table 6.3. Results of mesh-sensitivity analysis

on the R version of the rotary catheter.

Table 6.4. Results of mesh-sensitivity

analysis on the C version of the rotary

catheter.

Number

of cells

Average shear

stress on

catheter wall

(Pa)

MIH (Heuser

blood damage)

Number

of cells

Average shear

stress on the

catheter wall

(Pa)

MIH (Heuser

blood

damage)

119520 9.6 1.3E-01 4386293 3.4 2.4E-02

378000 17.7 2.5E-01 4500953 17.1 2.3E-01

1253520 29.7 4.2E-01 4959593 19.3 2.2E-01

1444342 29.7 4.20E-01 5101084 19.6 2.3E-01

1953772 29.7 4.2E-01 5461920 19.9 2.3E-01

b. Blood flow features

Figure 6.14 shows the Taylor vortices in the rendered view of the velocity field of the

blood flow in the R and C versions of the rotary oxygenator. Figure 6.15 shows the vector

and contour plots of the velocity (m/s) distribution in the r z and r planes of the R

and C versions of the rotary oxygenator where the time-dependent and in-coherent Taylor

vortices can be clearly seen. These results are in agreement with the experimentally

observed pattern by (Budilarto et al., 2009). Figure 6.15 shows that the velocity field of

the blood is dominated by the catheter’s rotation. Also it can be seen that the Taylor

vortices have a negligible effect on the flow pattern in the r plane. The contours of

the shear stress distribution in the r z and r planes of the R and C versions of the

oxygenator are shown in figure 6.16. As predicted, the maximum shear stress occurs at

the surface of the rotary catheter. The shear stress drops significantly in moving away

from the catheter wall towards the vena wall. Figure 6.16 (b) shows that the shear stress

locally increases at the vicinity of the exterior wall of the cage. This may adversely

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trigger hemolysis and platelet activation mechanisms. Figure 6.17 shows the pressure

contours in the r z and r planes of the R and C versions of the rotary catheter (A-A

and B-B planes in figures 6.11 and 6.13). As expected, because of centrifugal forces, the

pressure increases from the catheter wall towards the vena wall.

Figure 6.18 shows the pathline of 30 particles injected from the inlet surface(s) of figures

6.11 and 6.13. The results showed that only a portion of the particles (35%) escaped from

the outlet surface(s) while the rest of them were trapped in the Taylor vortices. To capture

the shear stress history in the entire volume of the blood flow, we injected another group

of particles from the mid-plane of the rotary catheter, as shown in figure 6.18 (b).

Figure 6.14. Taylor vortices pattern in rendered views of the velocity distribution in the R (up)

and C (down) versions of the rotary oxygenator.

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Figure 6.15. Velocity distribution in r z and r planes of the (a) R and (b) C versions of

the rotary oxygenator.

Figure 6.16. Shear stress distribution in the r z and r planes of the (a) R and (b) C

versions of the rotary oxygenator.

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Figure 6.17. Total Pressure distribution in the r z and r planes of the (a) R and (b) C

versions of the rotary oxygenator.

Figure 6.18. Path lines of the particles released from the inlet surface(s) of the (a) R and (b) C

versions of the rotary oxygenator.

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c. Evaluation of blood damage caused by the rotation of the oxygenator

For the two versions of the rotary oxygenators described in this section, we used the data

from the flow field solution obtained from the above described CFD analyses to calculate

the values of PAS and hemolysis blood damage by MATLAB.

i) Hemolysis

Method 1: Maximum shear stress

CFD analyses predict that the maximum values of shear stress in the catheter walls of the

R and C versions of the oxygenator are, respectively, 22.6 Pa and 23.42 Pa. These values

are obtained based on the Bludszuweit 1D scalar shear stress (Eq. C.4 of Appendix C). It

can be seen that the C version of the rotary oxygenator caused only 4.5% higher

maximum shear stress compared to the R version. Continuity of the input and output flow

gives the average exposure time of the blood to the rotary catheter is:

0.20 0.117 1.71secexposure axialt L V m m s . It is noteworthy to mention that the

average exposure time is the average time of several flow pathlines streamed in the

annular region between catheter wall and IVC. Thus, there exist some pathlines that have

higher exposure time because of being entrapped in recirculation zones. Figure 6.19

shows the threshold of shear stress for hemolysis damage generated by the experimental

observations of several researchers gathered by (Day et al., 2006). It can be seen that the

maximum shear stress approach predicts that neither R nor C versions of the catheter

causes a noticeable hemolysis damage. Nevertheless, on the basis of the Giersiepen 1%

and Heuser 1% blood damage lines, the maximum shear stress approach predicts 1%

hemolysis for the R and C versions of the oxygenator rotating at 7000 rpm.

Method 2: Mass-Weighted Average Approach

CFD results show that the maximum shear stress in the R and C versions of the catheter is

much below the critical 200 Pa (figure 6.19). Thus, the mass-weighted average approach

predicts no noticeable hemolysis to occur in both versions of the oxygenator.

Method 3: Eulerian Approach

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Table 6.4 shows the MIH blood damage indices obtained based on the Eulerian method

for both the Giersiepen and Heuser RBC damage models (refer to equations C.8 and C.9

of Appendix C). Table 6.4 indicates that the cage contributes to 42.1% of the total

damage to RBCs of the C version of the oxygenator.

Method 4: Lagrangian Approach

The Lagrangian approach tracks the accumulation of blood damage as the blood particles,

either RBCs or platelets, move along their trajectories within the medical device. The

shear stress,

Figure 6.19. The maximum shear stress and average residence time of R and C versions of the

rotary catheter (solid red circle) on the chart developed based on published threshold values for

hemolysis blood damage adapted from (Day et al., 2006).

velocity, exposure time and coordinates of each particle resulted from the CFD analyses

were used in MATLAB to find the average blood damage indices. Figures 6.20 (a) and

(b) show the variation of shear stress and velocity versus residence time obtained by

tracking one completed particle released from the inlet surface of the C version of the

rotary oxygenator (figure 6.16). Figures 6.20 (c) and (d) show the variation of shear stress

and velocity fields versus residence time for all the particles released from the inlet

surface of the C version of the rotary oxygenator. Table 6.4 shows the blood damage

indices obtained based on the Lagrangian method. To obtain these variables we first

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calculated the blood damage indices separately for all the particles (equations C.8 and

C.9). The average of the blood indices for all released particles was taken as the blood

damage index.

It can be seen that this approach estimates that the use of the protective cage increases the

hemolysis indices by 24.9% for the oxygenator rotating at 7000 rpm.

Table 6.5. Blood damage caused by R and C versions of the rotary oxygenator spinning at 7000

rpm.

Number

of cells

MIH

(Eulerian,

Heuser)

MIH

(Eulerian,

Gierespien)

MIH

(Lagrangian

, Heuser)

MIH

(Lagrangian,

Gieresiepen)

PAS

R

version 0.15 0.10 0.20 0.18 1.01

C

version 0.24 0.16 0.38 0.24 1.52

Figure 6.20. Results of particle tracking in C version of rotary catheter; (a) and (b) variations of

shear stress and velocity versus residence time of a completed particle released from the inlet

surface(s) of figure 6.14; (c) and (d) variations of shear stress and velocity versus residence time

of a completed particle released from the inlet surface(s) of figures 6.14.

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d. Platelet activation

Table 6.5 shows the platelet activation state (PAS) caused by the R and C versions of the

rotary oxygenator at 7000 rpm. These results were obtained by tracking all the injected

particles released from the inlet surfaces of figures 6.11 and 6.13. The results show that

the deployment of the stent-like wall of the protective cage increases the PAS by 85.3%.

The numerically predicted PAS in both the R and C versions of the rotary catheter are

below the PAS values calculated for blood pump valves.

6.3.4.3. Discussion

Figure 6.14 shows that the flow pattern around the rotary oxygenator spinning at 7000

rpm needs 3-4 cm to be fully developed. The surface of the rotary bundle in contact with

this undeveloped blood flow pattern probably has lower gas exchange efficiency

compared to the rest of the oxygenating surface of the catheter. The total gas exchange

efficiency of the catheter can be improved by increasing the blood mixing in this portion

of the catheter surface. However, this numerically predicted result should be validated by

further by in vitro experiments.

Tables 6.4 show that the blood damage indices for the R and C versions of the oxygenator

rotating at 7000 rpm are below the estimated values for existing heart pumps and valves

(Myagmar, 2011). This is in agreement with results of primary ex vivo experiments

performed by (Eash et al., 2007c). Table 6.4 also shows that the cage contributes to

85.3% of the total platelet activation state (PAS) and 42.1% hemolysis damage at 7000

rpm. Thus, adding the protective cage should not cause an un-acceptable level of blood

damage. It should be noted that due to the highly complex nature of the blood damage

mechanisms the results should be taken with caution and must be validated by in vitro

and in vivo experiments. For example, Jesty et al. (2003) showed that assuming a linear

relationship between platelet activation and shear stress value (equations C.2 and C.4)

leads to a simple and easy way to assess the platelet activation level, but this strategy is

not necessarily an accurate one. However, considering the lack of available accurate

numerical method, the values listed in table 6.4 can be used - as a first step- for a

comparative study of the effect of deploying the protective cage around the whirling

blood flow.

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The estimated hemolysis levels obtained with the four methods to estimate hemolysis are

very different from each other. However, it can be seen that the damage levels predicted

by the Lagrangian and Eulerian approaches are in the same order of magnitude. The MIH

hemolysis indices predicted by the Eulerian and Lagrangian approaches (table 6.4) for

both the R and C versions of the rotary oxygenator are less than the 5.59 hemolysis

indices calculated for the 16G needle cannulas (Garon and Farinas, 2004).

It should be noted that in this chapter we have considered only one geometrical design of

the second version of the cage while both the structural and the hematologic performance

of the protective cage depends on the selected set of design parameters. The best set of

geometrical parameters can be obtained by performing a multi-disciplinary optimization

that takes into account both solid and fluid phases. However, this task is computationally

expensive and should be pursued after successful results from in vitro and in vivo

experiments. These studies are beyond the scope of the present thesis but will be

considered in future studies.

6.4. Concluding remarks

The intravenous rotary oxygenator is a promising alternative for mechanical

ventilators currently in use for treating patients suffering from respiratory diseases.

The rotation of the catheter within the inferior vena cava poses several challenges,

including the means to protect both the body and the catheter bundle from direct

shearing on each other as well percutaneous insertion, and biocompatibility concerns.

In this chapter we proposed and studied two conceptual designs that may contribute

to eventually solve these challenges. The capability of the cage in guiding the catheter

along both straight and curved paths has been proved by in vitro experiments.

The cage and its attached rotary oxygenator should be removed from the body after

about seven days of oxygenation. Here, we have proposed a shrinking mechanism

that is able to shrink and remove the apparatus. This mechanism was tested on a

flexible prototype made of a rubber lattice.

The structural behavior of the proposed designs was studied by performing FE

simulations. It was shown that the cage can deploy and provide sufficient radial force

to open up the tortuous vena cava.

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The contribution of the cage structure to the level of blood damage caused by the

operation of the rotary oxygenator was studied by performing CFD analyses. It was

shown that the level of the blood damage caused by the cage-supported catheter is

below the predicted values for available heart pumps currently in use for medical

practices. However, these results need to be validated through in vitro and in vivo

experiments. This can be the subject of future studies. It should be mentioned that the

results of the CFD analyses could be further refined by applying additional levels of

CFD mesh refinement, but this would require more powerful computational

resources. Even if this computation were done, the author does not predict a

significant or decisive change in the current results, i.e. the contribution of the cage

structure to the total level of blood damage.

In this chapter we studied the structural and hematologic behavior of the proposed

cage by considering only one set of the design parameters that define the geometry of

the cage. The selected design set was not necessarily the optimal one. Thus, there is a

need for future studies to obtain the optimal set. This is a computationally expensive

and time-consuming process that should only be performed after ensuring the overall

efficacy of the cage performance through further in vitro and in vivo experiments.

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Chapter 7

Conclusions and future works

7.1. Conclusions

A numerical method based on asymptotic homogenization theory has been presented

to design lattice materials for fatigue failure. For a given multi-axial cyclic loading,

failure surfaces of metallic hexagonal and square lattices have been determined along

with their Modified Goodman diagrams to assess the effect of mean and alternating

stresses on the fatigue strength. A good agreement has been found between the results

of the developed computational method and the experimental data available in

literature.

In chapters 3 and 4, it has been shown that the geometric design of the unit cell plays a

pivotal role in the fatigue strength of lattice structures. As a case study, the fatigue

design methodology has been applied to investigate the effect of cell shape on the

fatigue/monotonic strength of lattices with hexagonal and square cells. Failure surfaces

of the unit cells with their respective material distribution within the RVE and with no

geometric stress concentration were obtained. The results have shown that for bending

dominated lattices, cell geometries with continuous and minimum curvature have

superior fatigue performance than cells with shape boundaries defined by line and arc

primitives. In addition in bending dominated lattice materials, unit cells defined by G2

curves with minimum curvature should be preferred to cells with arc-rounded joints,

especially if manufacturability is not a constraint.

A novel unit cell for generating planar lattices in a cylindrical coordinate system has

been introduced to improve the durability of Nitinol self-expandable stent-grafts with

closed-cell geometry. The geometry of the lattice unit cells has been tailored by

applying the shape optimization methodology described in chapter 4 to synthesize unit

cells free of geometrical stress concentration. The radial supportive force and fatigue

safety factor of the generated stent lattice have been studied through a FEA parametric

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analysis. Compared to recent stent design, the results have shown an improvement of

the stent anchoring performance and a reduction in the risk of fatigue failure.

Two conceptual designs have been proposed and tested to guide Alung Technology

Inc.’s intravenous oxygenator with rotary bundle inside the vena cava. Preliminary in

vitro tests have validated the ability of the proposed concepts in guiding the rotation of

the catheter in straight and curved vascular lumens. A shrinking mechanism has been

proposed and successfully tested on a rubber prototype to retract the cage-catheter

assembly after its operation.

The deployability of the exterior wall of the cage after its percutaneous insertion

inside the vena cava has been studied by performing FEM analyses. The radial force-

inner diameter curve of the exterior wall of the cage has been evaluated. The results

have revealed that the cage is capable of providing sufficient radial force for opening

the torturous vena cava.

The level of blood damage caused by cage-catheter assembly has been studied

numerically by performing CFD analyses. The results have shown that the level of

blood damage is below the numerically predicted values for available heart pumps

and artificial valves. A comparison with the blood damage caused by rotation of the

reference oxygenating catheter with and without the cage has revealed that the cage

causes a 42.1% increase in hemolysis level and 85.3% increase in platelet activation

state (PAS).

7.2. Directions for future research

Each original research solves some existing problems but presents more questions to be

answered in the future. The following are the author’s suggestions for future work:

7.2.1. Numerical method based on computational mechanics to design lattice

materials against fatigue failure.

Lattice materials are cellular periodic materials of at least one level of hierarchy.

Their overall macroscopic fatigue resistance and behavior are a function of the fatigue

resistance and behavior of each constituent level. In this thesis we limited our focus to

metallic lattices made of one layer of hierarchy, i.e. we assumed a perfectly uniform

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distribution of the solid metallic material within the walls of the unit cells. The

fatigue design method presented here can be further extended to address following

challenges i) model the fatigue behavior of lattices made of nonmetallic bulk

materials, such as plastics and elastomers; ii) consider the effect of the microstructure

of the solid material, e.g. its grain size and shape, and the existence of probable void

defects; and iii) consider lattices made of more than one level of hierarchy, such as

the ultralight lattice presented in (Schaedler et al., 2011). The starting point of a

future research aimed at solving the first challenge may be the detailed investigation

of the fatigue behavior of the constituent solid material and its implementation to the

fatigue methodology proposed in this thesis. The author suggests adapting a method

similar to the one presented by Zienkiewicz and Taylor (2005) to model two length

scales in the lattice microstructure to tackle the second and third challenges.

In this thesis, the presented method for fatigue design of lattice materials was

validated by a comparison with available experimental data in the literature. The

author believes that the application of the proposed method for design of new lattices

should first be verified and calibrated through following standard experimental

procedures. The crack in cellular material advances for one unit cell, following the

rupture of a cell wall containing an unstable micro-crack. Experimental observation

of the behavior of micro-crack propagation, such as its nucleation sites, rate, and the

path of its propagation, is an interesting topic for future research. The results of these

studies could be used for modifying or adjusting the computational method presented

in this thesis for fatigue design of lattice materials.

7.2.2. Geometrical design of the unit cell of lattice materials for fatigue

resistance

In this thesis, the significant role of the architecture of the unit cells of lattices on

their fatigue resistance has been studied by comparing the optimized and the regular

shapes of the lattice unit cell. The presented shape optimization method in this thesis

is able to improve the fatigue life of 2D planar lattices with hexagonal and square

shapes of unit cells. But its implementation to planar Kagome and auxetic lattices as

well 3D unit cells revealed several programming and conceptual complications. Other

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optimization strategies need to be adopted or developed to improve the fatigue

resistance of the aforementioned lattices.

7.2.3. Design of Nitinol self-expandable stent lattices against fatigue

In this thesis, we considered only the shape synthesis of self-expandable stent-grafts

used for abdominal aortic aneurysms. The proposed shape optimization method can

be adapted to improve the durability of other types of Nitinol self-expandable stents,

especially for those used in superficial femoral arteries (SFA).

The results of the parametric study in chapter 5 of this thesis showed that the stent

radial supportive force, fatigue failure safety factor, and stress level in the artery wall

are often conflicting objectives. The shape synthesis of the lattice cell can be

formulated within a multi-objective optimization framework (Messac et al., 2003)

that is capable of providing trade-off solutions among the aforementioned conflicting

objective functions.

In this thesis, stent design for fatigue life was tackled by minimizing the occurrence

of stress concentration due to geometric discontinuity. This method can be

complemented by integrating a fracture mechanics approach based on the design

guidelines for fatigue design of Nitinol devices (Robertson and Ritchie, 2007;

Robertson and Ritchie, 2008; Stankiewicz et al., 2007).

7.2.4. Design of protective cage for the PRAC with rotary bundle

The results of chapter 6 show that the proposed conceptual designs for the protective

cage have the potential to protect the catheter’s rotation inside the vena cava.

However, a real-size assembly that includes the cage, rotary oxygenator, and the

devised shrinking mechanism should be manufactured to validate the structural

requirement for percutaneous insertion of the oxygenating assembly, including its

deployabilty, retractability, and axial flexibility. Furthermore, the radial stiffness of

the cage should be experimentally measured to ensure its ability in opening the

torturous vena cava. Various in vitro and in vivo experiments need to be done i) to

observe the cage’s ability to protect the catheter during its rotation inside the vena

cava, ii) to measure the level of blood damage triggered by the rotation of the

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catheter, and iii) to validate the flow field parameters predicted by the CFD analyses.

These experimental observations will open the way for modifying the proposed

conceptual designs or for devising new concepts that can finally make the oxygenator

market-ready.

In chapter 6 of this thesis, we studied the behavior of the proposed cages for only one

set of geometrical design parameters. These selected parameters are not necessarily

the optimal ones. Thus, the performance of the cage can be further improved by using

multi-disciplinary optimization. This is a computationally expensive and time-

consuming process that should only be performed after ensuring the overall efficacy

of the cage performance through further in vitro and in vivo experiments.

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Appendix A

A.1. The matrix operators of the shape optimization

approach presented in chapter 4

210000

141000

014100

001410

000141

000012

A

nnc

c

10000

121000

012100

001210

000121

00001

1

11

C

100000

141000

014100

001410

000141

000001

P

B

A

t

t

100000

303000

030300

003030

000303

000001

1

Q

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Appendix B

B.1. Principles of gas exchange in blood oxygenators

Blood oxygenators are alternative devices to mechanical ventilators for treating patients

suffering from respiratory diseases. A blood oxygenator can be intracorporeal or

extracorporeal. Figure B.1 shows two oxygenators: a commercially available

extracorporeal oxygenator and an intracorporeal one that is under development. The

respiratory gas exchange function of recent oxygenators is fulfilled by microporous,

hollow fiber membranes that are potted together in a bundle configuration (Svitek, 2006).

The oxygenator bundle can be configured for intravascular (Federspiel et al., 2000),

intrathroacic (Boschetti et al., 2003), or paracorporeal (Zwischenberger et al., 2002)

placements. Figure B.1(a) shows microscopic views of the oxygenator bundle and the

wall of its fibers. A pure O2 gas sweep, which is provided by an external source, flows

through the hollow fibers while the outer surface of the fibers is exposed to the blood

flow. The micro-porous wall of the fibers is the place for gas exchange between the blood

and the flowing gas within the fiber. The gas exchange mechanism is driven by the

difference between the concentration, or partial pressure, of the respiratory gases in and

out of the hollow fibers. The oxygen diffuses from the region of higher oxygen partial

pressure (pO2), i.e. inside the hollow fibers, into the region of lower pO2, i.e. in the blood

flow. Simultaneously, carbon dioxide is removed from the blood that has a higher

concentration of CO2 and is swept away by the gas flow within the fibers that contain a

lower concentration of CO2. The exchange rate of oxygen and carbon dioxide is a

function of the geometry of the fiber bundle, surface area, partial pressure of the gas side,

blood flow rate, and hemoglobin concentration. However, because of the higher storage

capacity of blood for CO2, its rate of exchange is less dependent on the blood flow rate

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Figure B. 1. (a) Commercially available membrane oxygenator with bundle of hollow fiber

membranes (bottom left), the micro-porous structure of fibers is shown in the bottom right (b).

Intravenous membrane oxygenator with pulsating balloon , or HC. Pictures are adapted from

(Federspiel and Svitek, 2004b) and (Svitek, 2006).

than that of O2. At the rated flow5 of blood oxygenators with micro-porous hollow fiber

membranes, the rate of CO2 removal exceeds the rate of O2 delivery (Svitek, 2006).

Intravenous oxygenators, such as the catheter fiber with rotary bundle, are a subset of

intracorporeal devices that are designed to be placed in a vein through either surgical

operation or percutaneous insertion. During the last three decades several versions of

intravenous oxygenators have been designed and developed by research or industrial

groups. However, most of these efforts were unsuccessful because of an insufficient level

of gas exchange. This challenge should be resolved by improving the gas exchange

efficiency of the fiber bundle, i.e. the gas exchange rate per unit of the fiber bundle area.

The percutaneous respiratory assist catheter (PRAC) with rotary fiber bundle is a solution

for improving the gas exchange efficiency of the fiber bundle. The catheter consists of a

5 The rated flow of an oxygenator is defined as the minimum flow rate of the blood with

75% hemoglobin saturation that can enter the oxygenator and leave it with 100%

hemoglobin saturation Svitek, R.G., 2006. Development of a Paracorporeal Respiratory

Assist Lung (PRAL). University of Pittsburgh..

(a) (b)

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bundle of hollow fibers that is wrapped around a central rotary shaft (Fig. B.1(a)). In vitro

experiments in both water and blood have shown the promising gas exchange efficiency

of the fiber bundle oxygenator. For example, rotation of the fiber bundle caused a twofold

increase in the gas exchange efficiency of the rotary fiber bundles over HC that leaded to

a comparable level of respiratory gas exchange for a smaller insertion size (a 25 Fr

insertion size and 20cm bundle length) (Budilarto et al., 2009). The in vitro PIV flow

visualization of the rotary catheter in water exhibits the well-known Taylor vortices,

which form in the fluid flow in an annular gap between two concentric cylinders where

the inner cylinder is

rotating with respect to the fixed outer cylinder. The nature of the Taylor vortices is

characterized by the dimensionless Taylor number, Ta , as follows (Budilarto et al.,

2009):

1/2

( )i o i o i

i

R R R R RTa

R (B.1)

(Budilarto et al., 2009) investigated the flow pattern caused by the rotation of the fiber

bundle in a mock tube of 25.4mm inner diameter. The water was fed axially into the

annular gap between the fiber bundle and the mock tube. A range of the catheter’s

rotational speeds between 500-7000 rpm, which cover a range of Ta numbers between

2200-31000, was studied. The incoherent and time-dependent nature of the observed

vortices was in agreement with the predicted experimental and theoretical data in the

literature6. The experimental observations showed that the gained improvement in the

level of respiratory gas exchange of the rotary fiber bundle reached its plateau at

rotational speeds near 6000 rpm. This mass transfer characteristic of the rotary bundle is

contrary to the previously reported direct monotonic relation between the mass transfer

rate and the Taylor number of rotary oxygenators; hence, the authors concluded that the

6 The characteristic feature of the vortices formed in the annular gap between two

concentric cylinders caused by rotating the inner cylinder with respect to a fixed outer

cylinder is predicted to be ibid.: steady vortices for 40 800Ta , wavy vortices for

800 2000Ta , turbulent vortices for 2000 10000 15000Ta , and turbulent flow

for 150000Ta .

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Taylor-like flow pattern is not the predominant parameter that increases the gas exchange

efficiency of the rotary catheter. Instead, it was hypothesized that the level and the

velocity of the fluid penetration into the layered fiber bundle, which increases by

increasing the rotational speed, are the key parameters in the higher exchange rate of

respiratory gases.

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Appendix C

Blood damage modeling

C.1. Blood

Blood is a complex and fragile tissue that consists mainly of plasma, red blood cells,

white blood cells, and platelets. Plasma is composed largely of water (92%) and some

nutrients and metabolic waste products of cells. White blood cells are part of the immune

system, which defends the body against foreign bacteria, viruses, and other

microorganisms. Red blood cells, or RBCs, are biconcave flexible disc-shaped cells that

contain hemoglobin, a protein pigment, which transports oxygen to the tissues and

absorbs their metabolic wastes, including carbon dioxide. Platelets are ellipsoidal disks of

a diameter of 2-4 μm that prevent bleeding through hemostasis mechanisms (Zhao,

2008).

Blood density is generally assumed to be 1050 kg/m3, which is close to the density of

pure water. Blood is a shear thinning fluid and its viscosity is a function of temperature

and blood hematocrit. However, blood under high strain rates, above 100s-1

, is often

modeled as a Newtonian fluid with a constant viscosity of 0.0035 Pa.s ( or 3.5 cP) . This

assumption significantly simplifies the numerical simulations (Myagmar, 2011).

C.2. Methods of blood damage investigation

In vitro experiments, in vivo experiments, and numerical simulations are three recognized

complementary methods to evaluate the level of blood damage caused by a blood-

contacting medical devices. Each method has its own benefits and limitations. The aim of

in vitro experiments is to simulate the performance of a medical device in a physiological

environment by using a mechanical set-up, while, the purpose of in vivo tests is to

evaluate the performance of a medical device in both animal and human cases. Numerical

modeling, on the other hand, has evolved as an essential element in the design of blood-

contacting medical devices. Both finite element modeling (FFM) and computational fluid

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dynamics (CFD) methods have received increasing attention for simulation of blood flow

in a range of biomedical devices, including heart pumps (Behbahani et al., 2009). In

comparison with in vitro and in vivo experiments, computational methods are a cheaper

approach that can be used to explore alternative designs. Furthermore, these methods give

detailed quantitative views of various mechanical parameters of interest, such as 3D

velocity and shear stress fields as well as particle residence time. All of these parameters,

which are essential in the assessment of blood damage caused by a blood-contacting

medical devices, are not easily accessible by experimental techniques. However, the

replacement of the experimental in vitro and in vivo investigations of highly complex

biological systems with numerical simulations is currently not possible; further advances

in both computational hardware and software resources are required.

C.3. Blood damage types

Living blood constituents flowing in or on a biomedical device are exposed to artificial

biomaterials; hence they experience non-physiological flow features, such as high shear

stresses, flow stagnation, and cavitation. Blood damage mechanisms are complex

phenomenon that are related to many factors including, but not limited to mechanical and

biological parameters. Thrombosis and hemolysis are two categories of blood damage

that needs to be studied for design of blood-contacting medical devices. The remaining of

this appendix briefly reviews these two types of blood damage

C.3.1. Thrombosis

Thrombosis is a multi-step blood damage process that often starts with platelet activation

and ends with aggregation and deposition of the activated platelets on those device

surfaces that are in contact with the blood flow. These clots may be washed out from the

surface and travel with the blood flow and, in turn, may block narrow vessels, leading to

fatal consequences, such as organ failure, heart attack, or stroke (Lloyd-Jones et al.,

2009). The thrombus formation is triggered by Virchow’s triad: i) change in the blood

flow features, including formation of regions of high shear stress, recirculation, or

stagnation; ii) vascular endothelium trauma; and iii) change in the blood constitution,

leading to hypercoagulability (Behbahani et al., 2009). The first element in Virchow’s

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triad is related to the hematologic design of the device and can be reduced or, ideally,

resolved by the design of the blood flow in the device. It has been shown that even low

shear stress values, on the order of 10 Pa, can trigger the platelet activation mechanism

(Behbahani et al., 2009; Giersiepen et al., 1990). Platelet aggregation and deposition are

much more complex phenomena that have not yet been fully understood. However, it is

known that besides biological factors, flow-dependent parameters, including shear stress

and the residence, or exposure, time of platelets to this stress level govern platelet

deposition (Medvitz, 2008). Experimental studies have indicated that for a given surface

material in contact with blood, there is a critical strain rate that maximizes the platelet

deposition. For example, (Hubbell and McIntire, 1986) reported that the platelet

deposition on polyurethane surfaces is maximum for a shear strain of 500 s-1

. Below this

value, by decreasing the strain rate, the platelet deposition on the surface is reduced

because of the lower convective transport of the activated platelets to the surface. Above

this value, however, more platelets are activated, but the high level of shear stress on the

wall surface washes them out from the wall. Thus the level of platelet deposition

decreases. It is anticipated that by further increasing the shearing force applied from the

blood flow on the surfaces there should be a threshold at which the thrombus deposition

would be negligible (Medvitz, 2008). Quantitative prediction of platelet activation and

deposition, using CFD analysis, has attracted researcher attention (Balasubramanian and

Slack, 2002). The literature shows that platelet activation is a more quantitatively

expressed mechanism than platelet deposition. Several models have been proposed to

predict this phenomenon. For example, (Giersiepen et al., 1990) proposed the power-law

model shown below to predict platelet activation:

6 0.77 3.075(%) 3.31 10LDH

tLDH

(C.1)

where LDH is the platelet release of the cytoplasm enzyme during platelet activation,

is the shear stress, and t is the time of exposure to that shear stress. In another study,

(Cheng et al., 2004) developed a 3D CFD model to simulate the blood flow around a bi-

leaflet valve. They showed that wall shear stress and exposure time play a determinant

role in thrombus formation, particularly platelet activation. (Avrahami et al., 2006) used a

platelet level-of-action parameter, LOA, as a quantitative measure to estimate the risk of

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flow induced thrombus formation in a Berlin ventricular assist device chamber with

mono-leaflet valves. The LOA represents the cumulative effect of shear stress history on

platelet activation and may be defined according to Hellum’s platelet stimulation

function, PSF, for blood flow through stenosed arteries (Boreda et al., 1995; Jesty et al.,

2003). (Avrahami et al., 2006) used the following relation to define LOA:

0.453.n

path

LOA t (C.2)

where t is the exposure, or residence, time and n is a scalar measure of the 3D stress

tensor. They used Bludszuweit’s approach, which is an analog to the von Mises criterion

for solid materials, to define scalar n of a 3D stress tensor.

2 2 2 2 2 213( )

3n xx yy zz xx yy yy zz zz xx xy yz zx (C.3)

where , ,xx yy zzare the normal components and , ,xy yz zx are the shear components of

the stress tensor. If Hellum’s criterion is adopted, the LOA values above 3.5 Pa.s are

susceptible to thrombus formation and should thus be avoided. (Yin et al., 2004) used

platelet activation state (PAS) parameter as a measure of platelet activation in mono-

leaflet and bi-leaflet valves of heart pumps.

.n

path

PAS t (C.4)

where (ASTM, 1997) t is the exposure, or residence, time and n is a scalar measure of

the 3D stress tensor obtained by Boussinesq approximation. They CFD results showed

that the studied bi-leaflet valves can produce a platelet activation state of 2 Pa.s.

C. 3.2. Hemolysis:

Red blood cells can resist high normal deformations, but they are fragile under shear

strain. Sufficiently long residence of RBCs in regions of high shear strain rate (1 ms

exposure to 400 Pa shear stress) may lead to premature rupture of RBCs, or hemolysis

(Sallam and Hwang, 1984). The reduction in the rate of oxygen and carbon dioxide

exchange following hemolysis can lead to dysfunction or failure of some body organs. It

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can also lead to kidney saturation following rupture of RBCs and release of their toxic

constitutes, including hemoglobin, into the blood stream; each kidney can clear around 14

grams of hemoglobin per day (Olsen, 2000). The hemolysis level can be experimentally

determined by measuring the concentration of free hemoglobin in blood samples.

(ASTM, 1997) proposes the following three indices to evaluate the hemolysis caused by a

blood-contacting medical device:

Normalized index of hemolysis (NIH):

NIH( /100 ) (1 ) 100fHb V

g L Htt Q

(C.5)

NIH represents the increase in concentration of plasma-free hemoglobin ( fHb ) in grams

per 100 L of pumped blood. In this equation V is the total volume of the pumped blood, Q

is the pump flow rate, and Ht is the hematocrit fraction of the pumped blood.

Normalized milligram index of hemolysis (mgNIH):

mgNIH( /100 ) 1000 NIH (1 ) 100fHb V

mg L Htt Q

(C.6)

mgNIH is a measure of the increase in plasma-free hemoglobin in milligram per 100 liter

of pumped blood.

Modified index of hemolysis (MIH)

4 6NIH 1MIH 10 (1 ) 10

fHb VHt

Hb Hb t Q (C.7)

MIH is a unit-free index of hemolysis that indicates the increase in the concentration of

hemoglobin in the pumped blood that is normalized by the hemoglobin concentration

(Hb).

Extensive experimental efforts have been devoted to find an empirical model that

describes the level of hemolysis damage as a function of the flow field features. These

models are often obtained by measuring the hemolysis level in blood samples that flow

within the annular gap of a concentric cylinder viscometer, which is an experimental

setup for generating a uniform shear stress field. Because of the natural complications of

the hemolysis mechanism, which depends on the adopted experimental procedure and the

precision of the implemented equipments, the reported experimental results are to some

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extent scattered. For example, (Leverett et al., 1972) reported a hemolysis threshold level

of 150 Pa for blood flow in a concentric cylinder geometry. In another study, (Sutera and

Mehrjardi, 1975) reported a critical shear stress of 250 Pa with 4 minutes of exposure

time in a turbulent shear flow. (Paul et al., 2003) investigated the hemolysis caused by a

wider range of shear stresses (0<τ<450 Pa) and exposure times ( 25 1238ms t ms ).

In these experiments they used porcine blood samples, which closely mimic human

blood. The authors did not detect an increase of hemolysis for shear stresses below

425Pa for residence times values of 620t ms. (Giersiepen et al., 1990), using

experimental data on human blood reported by (Wurzinger L. J. et al., 1986), proposed

the following empirical power-law relation to correlate the hemolysis level to shear stress

and residence time.

7 2.416 0.785( , ) 3.62 10Hb

D t tHb

(C.8)

Here D is the hemolysis damage, Hb is the hemoglobin concentration in blood, is

shear stress, and t is the exposure time to that shear stress. (Heuser and Opitz, 1980)

proposed another power-law model for predicting the hemolysis damage; it was based on

experimental data taken from a laminar flow in a Couette viscometer for a range of shear

stress of 40-700 Pa and exposure time of 3.4-600 ms:

6 1.991 0.765( , ) 1.8 10Hb

D t tHb

(C.9)

where D is the hemolysis damage, Hb is the hemoglobin concentration in blood, is the

shear stress and t is the exposure time to that shear stress.

The hemolysis damage (D) is related to the normalized indices of hemolysis as (Garon

and Farinas, 2004):

( )( ) 1 ( , ) 100

fMb tNIH t D t Hb

Mb (C.10)

6( )( ) 1 ( , ) 10

fMb tMIH t D t

Mb (C.11)

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where Mb is the total hemoglobin and fMb is the free-hemoglobin in the pumped blood.

For small ratios of free-hemoglobin to total hemoglobin in the pumped blood,

1fMb Mb and the above equations are simplified to:

( ) ( , ) 100NIH t D t Hb (C.12)

6( ) ( , ) 10MIH t D t (C.13)

Numerically, hemolysis caused by a blood-contacting medical device is often evaluated

by solving CFD models that are designed to find the shear stress history, i.e. the shear

stress and residence time values along several flow stream lines (Behbahani et al., 2009).

The results of these simulations are incorporated with four well-established numerical

approaches to assess the hemolysis damage (D) caused by the device. These approaches

have been successfully implemented by several authors to design blood-contacting

medical devices against hemolysis. The remaining part of this appendix briefly describes

these four numerical approaches.

a. Threshold Value Approach

The threshold value approach assumes that hemolysis occurs when blood is exposed to

shear stress values above the threshold level. This approach is easy to implement and fast,

but it does not consider the decisive role of residence time on the premature rupture of

RBCs. Furthermore, based on its generated hemolysis level, the threshold value approach

only either accepts or rejects a design; while in many practical applications the regions of

critically high shear stress occupy a small portion of the whole volume of the device.

Hence, this approach is not suitable for design optimization purposes.

b. Mass-Weighted Average Approach

The mass-weighted average approach assumes that the hemolysis level caused by a

blood-contacting medical device is proportional to the mass-weight average of the

regions of critically high shear stress values. This approach is a modification of the

threshold value method. It is a fast numerical method that requires low computational

resources. Furthermore, this method gives a quantitative measure of hemolysis that can

be used for design optimization purposes. However, it neglects the significant role of

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123

residence time in accumulation of RBC damage. The details of this method can be found

in the works of (Apel et al., 2001; Chua et al., 2006; Chua et al., 2007; Mitoh et al.,

2003).

c. Eulerian Approach

The Eulerian approach was proposed by (Farinas et al., 2006) as a fast 3D method to

assess the hemolysis level caused by an artificial blood-contacting medical device. This

approach implements an empirical power-law relation, e.g. equations (C.8) and (C.9), to

assess a damage index independent of residence time. Equations C.8 and C.9 are non-

linear with respect to residence time and can be represented in the following general

form:

D C t (C.14)

where , ,C are constants that are identified after regression analysis on measured

experimental data. (Farinas et al., 2006) defined the following linear damage model:

1/ 1/ /

ID D C t (C.15)

The exact derivation of the linear blood damage with respect to time yields a time

independent parabolic transport equation that represents the blood damage source

parameter, which is defined as:

1/ /[ ]I

dI D C

dt (C.16)

By assuming a time independent and incompressible blood flow, an average linear

hemolysis index can be obtained as follows:

1I

V

D IdVQ

(C.17)

where Q is the flow rate into the device and dV is the infinitesimal volume of the blood.

The average blood damage can then be readily obtained from the above defined average

linear damage index.

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ID D (C.18)

As a major advantage, instead of performing time-consuming analysis on the stream

lines, this method computes the blood damage index by performing volume integration

over the whole stress domain. Furthermore, this approach can in theory highlight those

problematic features of the device that can cause high level of blood damage. (Zhang et

al., 2006), who performed a numerical and experimental study on a centrifugal pump,

reported a good agreement between the predicted hemolysis damage by this approach and

that of experimental investigations.

d. Lagrangian Approach

The Lagrangian approach is the most accurate but computationally expensive method for

predicting hemolysis levels caused by a blood-contacting medical device. This approach

monitors the damage accumulation for a sufficient number of RBCs along their flow

path-lines. Each RBC is often modeled by a discrete phase while the empirical damage

models, such as equations (C.8) and (C.9), are used to correlate hemolysis to the shear

stress history of each RBC. The total blood damage is taken as the average of the damage

to all of the modeled RBCs. It was shown by (Chan et al., 2002) that tracking more

particles, which comes at the expense of higher computational time, increases the

accuracy of the results. Many authors have used this method in the design of various

blood contacting device, including heart pumps (Apel et al., 2001; Arora et al., 2006;

Chan et al., 2002; Song et al., 2003a; Yano et al., 2003).

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