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STUDY OF AUXETIC COMPOSITES MADE
WITH MULTILAYERED ORTHOGONAL
STRUCTURAL REINFORCEMENT
JIANG Lili
Ph.D
The Hong Kong Polytechnic University
2017
II
THE HONG KONG POLYTECHNIC UNIVERSITY
INSTITUTE OF TEXTILES AND CLOTHING
STUDY OF AUXETIC COMPOSITES MADE
WITH MULTILAYERED ORTHOGONAL
STRUCTURAL REINFORCEMENT
JIANG Lili
A thesis submitted in partial fulfilment of the requirements for the
degree of Doctor of Philosophy
January 2017
To My Family,
For their Love and Support
I
Abstract
As good candidates for being used as energy absorption materials, polymeric foams
have been widely used in the cushioning, packaging and impact protection areas due
to their characteristics of large plastic deformation, inelastic energy conversion and
moderate reactive force. But at the same time, the plastic deformation, collapse of cell
walls and internal fracture can easily cause the damage and failure of foams. There
are ways that are commonly used to improve the mechanical properties of foams like
filling the chopped fibers and small particles to the plain foams. However, the
continuous long fibers and integral structural reinforcements are seldom used for
mechanical enhancement due to the increase of foam weight and the difficulties in
manufacturing. Therefore, the light-weight plastic tubes and high-performance yarns
are proposed and selected as the reinforcement materials to enhance the plain foams
without decreasing the strength to weight ratio. Meanwhile, the negative Poisson’s
ratio effect will be achieved by creative structure design of reinforcements, which
would further enhance the mechanical properties of foams under compression and
impact loading.
Optimal synchronistic effect could be achieved by structure design and material
selection to maximum the peculiarities of each constituent material in composite. The
structure for the developed composite in this study is multilayered orthogonal auxetic
structure and the component materials are rigid ABS open tubes, high-strength low-
extension polyester yarns and flexible open cell polyurethane foam. The newly
II
manufactured composite materials were named “auxetic composites made with
multilayered orthogonal structural reinforcements”.
Auxetic composites are non-conventional materials with negative Poisson’s ratio
(NPR). They have been receiving great attentions due to special properties and large
application potentials. In this research, novel kinds of auxetic composites were
proposed and fabricated via an injecting and foaming techniques by using multilayer
auxetic orthogonal structure as reinforcements and flexible open-cell polyurethane
foams as matrix. The NPR effect and mechanical behavior of the composites under
static and dynamic compression tests were investigated using experimental and
numerical methods.
The quasi-static compression results showed that auxetic composites exhibited
obvious NPR effect and behaved more like damping materials with a big range of
deformation strain. Fiber pull-out tests demonstrated that strong interfacial bonding
between the reinforcements and matrix could ensure the desired deformation of
structural reinforcements and auxetic effect of the composite. The low-velocity drop-
weight impact results revealed that the mechanical responses of composites including
the impact contact force, impact stress as well as energy absorbed were strain rate
sensitive. The cross-sections shape and dimension of ABS tubes could seriously
influence the mechanical responses of auxetic composites.
A three-dimensional finite element model about low-velocity impact on the auxetic
composites was achieved by using in Ansys/Ls Dyna Explicit codes. Good agreement
in the overall trends of stress strain curves for the FEM and experimental results were
III
found. The deformation process of composites in the simulation was captured and
compared with experimental to explore the damage mechanisms of materials. It was
concluded that the auxetic composite had good energy absorption capacities and could
be used individually or served as filling materials in sandwich materials under
different compression conditions.
Keywords:
Multilayered orthogonal, Negative Poisson’s ratio, Quasi-static compression, Low-
velocity impact, Energy absorption, Strain rate, Finite Element model.
IV
List of Publications
Academic Journal Papers:
1. Lili Jiang, Bohong Gu, Hong Hu. Auxetic composite made with multilayer
orthogonal structural reinforcement. Composite Structures 2016; 135:23-29.
2 Lili Jiang, Hong Hu. Low-velocity impact response of multilayer orthogonal
structural composite with auxetic effect. Composite Structures 2017; 169:62-68.
3 Lili Jiang, Hong Hu. Finite element modeling of multilayer orthogonal auxetic
composites under low-velocity impact. Materials 2017; 10(8):908.
International Conferences Papers:
1. Hong Hu, Lili Jiang. A study of auxetic composite with the three-dimensional
orthogonal structural reinforcement. 17th U.S. National Congress on Theoretical and
Applied Mechanics. Michigan State University. June 15-20, 2014 at Michigan, United
States.
2. Hong Hu, Lili Jiang, Zhou Lin, Xu Kun. Three-dimensional textile structural
composites with negative Poisson’s ratio. 17th European Conference on Composite
Materials. 26-30 June, 2016 at Munich, Germany.
3. Lili Jiang, Hong Hu. Low-velocity impact response of multilayer orthogonal
structural composite with auxetic effect. 2nd International Conference on Mechanics
of Composites. 11-14 July, 2016 at Porto, Portugal.
http://dx.doi.org/10.1016/j.compstruct.2016.10.018
V
Acknowledgements
Three years of PhD study life are coming to an end. I feel so grateful to all the people
that I have met and known, who’ve ever been loving, supporting and helped me
during this precious period of time.
Firstly, I would like to express my sincere appreciation to Prof. Hu Hong, who is my
chief supervisor in the PhD study. Your kindly guidance, creative instructs and
fatherhood care makes me achieve this thesis. Meantime, I want to thank our
Department - the Institute of Textile and Clothing for providing me the opportunity as
well the PhD scholarship to study here. And all the colleagues and friends at our
university and in my life, I want to say thank you and I love you all.
Secondly, I would like to thank Prof. Gu Bohong and Prof. Sun Baozhong, who were
the master supervisors when I was in Donghua University and continuously helped
me a lot in the PhD study. Your strict scientific attitudes and abundant research skills
helped me build solid research basis.
Thirdly, I have to express my deep gratitude to my external examiner, Prof. Li Wei at
Donghua University and Prof. Raul Fangueiro at the University of Minho and my
internal examiner Prof. Xu Bingang at ITC PolyU. Your precious suggestions and
revision made the thesis better.
VI
Special thanks to my husband Dr. Liu Fengwei, my daughter Liu Sichen, my parents
and parents in law, my sister and brother. Your endless love and support keep me
going thus far.
Finally, I would like to express my special acknowledgement to Research Grants
Council of Hong Kong Special Administrative Region Government for providing the
funding support in the form of a GRF project (No.515812).
VII
Table of Contents Abstract ..................................................................................................................... I
List of Publications ............................................................................................... IV
Acknowledgements ................................................................................................. V
List of Figures ........................................................................................................ XI
List of Tables ...................................................................................................... XVI
Chapter 1 Introduction ........................................................................................... 1
1.1 Research Background .................................................................................... 1
1.2 Research Objectives ....................................................................................... 2
1.3 Research Methodology ................................................................................... 4
1.4 Significance and Values ................................................................................. 6
1.5 Thesis Outline ................................................................................................. 7
1.6 Reference ......................................................................................................... 9
Chapter 2 Literature Review ............................................................................... 12
2.1 Introduction ...................................................................................................... 12
2.2 Energy Absorption Materials ......................................................................... 12
2.2.1 Introduction ............................................................................................................ 12
2.2.2 Main Features ......................................................................................................... 13
2.2.3 Polyurethane Foams ............................................................................................... 13
2.3 Auxetic materials ............................................................................................. 15
2.3.1 Introduction ............................................................................................................ 15
2.3.2 Microstructures and Models ................................................................................... 16
2.3.3 Unique Properties ................................................................................................... 23
2.3.4 Auxetic Composites ................................................................................................ 27
VIII
2.4 Low-velocity Impact Tests .............................................................................. 28
2.4.1 Introduction ............................................................................................................ 28
2.4.2 Testing Approaches and Related Physical Quantities ............................................ 29
2.4.3 Impact on Foams and Foam-cored Composites ..................................................... 30
2.5 Chapter Summary ........................................................................................... 32
2.6 Reference .......................................................................................................... 32
Chapter 3 Structure Design and Composites Fabrication ................................ 45
3.1 Introduction ...................................................................................................... 45
3.2 Structure Design .............................................................................................. 47
3.3 Composites Fabrication ................................................................................... 51
3.4 Chapter Summary ........................................................................................... 54
3.5 Reference .......................................................................................................... 55
Chapter 4 Mechanical Responses of Auxetic Composites Under
Quasi-static Compression and Low-velocity Impact Tests ................................ 58
4.1 Introduction ...................................................................................................... 58
4.2 Quasi-static Compression Tests...................................................................... 58
4.2.1 Introduction ............................................................................................................ 58
4.2.2 The NPR Effect ...................................................................................................... 60
4.2.3 Static Compression Behavior Analysis .................................................................. 64
4.3 Low-velocity Drop-weight Impact Tests ........................................................ 68
4.3.1 Introduction ............................................................................................................ 68
4.3.2 Samples and Conditions ......................................................................................... 68
4.3.3 Results and Discussion ........................................................................................... 70
4.4 Chapter Summary ........................................................................................... 83
IX
4.5 Reference .......................................................................................................... 85
Chapter 5 The Mechanical Responses of Improved Auxetic
Composites with Different Tube Cross-sections ................................................ 87
5.1 Introduction ...................................................................................................... 87
5.2 Samples with Different Tubes Cross-section ................................................. 87
5.3 Mechanical Responses under Quasi-static Compression ............................. 93
5.3.1 Conditions for Quasi-static Compression ............................................................... 93
5.3.2 Quasi-static Compression Results .......................................................................... 94
5.4 Mechanical Responses under Low-velocity Impact ................................... 102
5.5 Chapter Summary ......................................................................................... 126
5.6 Reference ........................................................................................................ 128
Chapter 6 Finite Element Modelling of Auxetic Composites
under Low-velocity Impact ................................................................................ 129
6.1 Introduction .................................................................................................... 129
6.1.1 Ansys/LS Dyna ..................................................................................................... 129
6.1.2 FE Modelling on Impact of Foams and Foam-filled Composites ........................ 130
6.2 Building the FE Models ................................................................................. 132
6.2.1 Geometric Modelling and Specifications ............................................................. 132
6.2.2 Material Modelling ............................................................................................... 141
6.2.3 Contact and Constraints ........................................................................................ 144
6.3 Simulation Results ......................................................................................... 144
6.3.1 Deformation Process and Auxetic Effect ............................................................. 144
6.3.2 Poisson’s Ratio versus Compressive Strain Curves ............................................. 148
6.3.3 Contact Stress versus Compressive Strain Curves ............................................... 151
6.4 Chapter Summary ......................................................................................... 156
X
Chapter 7 Conclusions and Future Work ........................................................ 160
7.1 Conclusions ..................................................................................................... 160
7.2 Limitations and Recommendations for Future Work ............................... 162
7.3 Reference ........................................................................................................ 163
Appendix I Keywords for FE Model in Ls Dyna .............................................. 164
XI
List of Figures
Figure 2.1 Re-entrant honeycomb structure
Figure 2.2 3D re-entrant structure
Figure 2.3 (a) Double-arrow head, (b) star-shaped, (c) sinusoidal ligament structure
Figure 2.4 Rotating structure opening up under stretch
Figure 2.5 (a) Rotating squares, (b) rotating triangles, (c) rotating rectangles structure
Figure 2.6 Nodule and fibril structure (a) normal state, (b) under stretch
Figure 2.7 Schematics for a generalized 3D tethered nodule, showing: (a) a central
nodule connected to eight others via corner fibril
Figure 2.8 Chiral honeycombs (a) Formed with the same chiral units, (b) Formed
with symmetrical chiral units
Figure 2.9 The idealized networks of the (a) intact version and (b) cur version with
the unit cells shaded
Figure 2.10 The deformation of circle holes structure under compression
Figure 2.11 Indentation resistance
Figure 2.12 (a) Anticlastic curvature, (b) Synclastic curvature
Figure 2.13 Permeability of auxetic honeycomb
Figure 3.1 3D auxetic orthogonal structure: (a) 3D view; (b) y-z cross-section; (c) x-z
cross-section; (d) contraction in x direction under compression.
Figure 3.2 (a) 2D hexagonal honeycomb, (b) rectangular honeycomb, (c) re-entrant
honeycomb
Figure 3.3 Making of multilayered auxetic orthogonal structure: (a) schematic
diagram of stainless mold; (b) multilayered auxetic orthogonal structure fixed in mold
Figure 3.4 Samples produced: (a) auxetic composite; (b) pure polyurethane foam; (c)
non-auxetic composite
Figure 3.5 States of the ABS open tubes during compression: (a) original state; (b)
collapse occurred
Figure 4.1 Quasi-static compressive test of auxetic composite
XII
Figure 4.2 Lateral deformation of composites under compression: (a) auxetic
composite (compression strain: 42.39%); (b) non-auxetic composite (compression
strain: 23.42%)
Figure 4.3 Poisson’s ratio of auxetic composite as a function of compression strain
Figure 4.4 Geometric model: (a) initial state; (b) under compression; (c) repeating unit
Figure 4.5 Compression curves for pure foam, auxetic composite and non-auxetic
composite: (a) stress versus strain; (b) specific stress versus strain
Figure 4.6 Picture of Instron® 9250 impact tester and samples fixed on the anvil
Figure 4.7 Comparison of force-displacement curves among different materials: (1)
PU foam, (2) Auxetic Composite, (3) Non-auxetic Composite under different
compression velocities: (a) static, (b) 1 m/s, (c) 2 m/s, (d) 3 m/s
Figure 4.8 Contact stress and energy absorbed versus compressive strain curves of
three materials under different velocities: (1) Quasi-static, (2) 1 m/s, (3) 2 m/s, (4) 3
m/s
Figure 4.9 Schematic illustration of filament and tube pull-out tests from the foam
block
Figure 4.10 The pictures of reinforcements after being pulled out of the foam: (1)
polyester filaments, (2) ABS tube
Figure 4.11 Fracture occurred in the PU foam after the impact velocity of: (1) 2 m/s,
(2) 3 m/s
Figure. 5.1 Pictures for the samples of foam, auxetic composites and non-auxetic
composites: (a) Foam, (b) AU_R, (c) AU_S, (d) AU_R34, (e) NA_R, (f) NA_S, (g)
NA_R34
Figure. 5.2 Picture of Polyurethane foam with open cells
Figure 5.3 The quasi static compression setup Instron 5566
Figure 5.4 Mechanical responses of different materials under quasi-static compression:
(1) Compressive Force - Compressive Displacement curves, (2) Compressive Stress-
Compressive Strain curves, (3) Energy Absorption - Compressive Displacement
XIII
curves, (4) Specific Energy - Compressive Strain curves, (5) Compressive Force -
Energy Absorption curves
Figure 5.5 Poisson’s ratio versus compressive strain curves for the sample of AU_S
under static compression
Figure 5.6 The deformation pictures for the sample AU_S at different compressive
strain: (a) 0, (b) 2.68 %, (c) 7.36 %, (d) 12.71 %, (e) 20.74 %, (f) 26.42 %, (g)
34.78 %, (h) 40.47 % ,(i) 47.16 %, (j) 49.83 %
Figure 5.7 King Design Drop-weight impact testing system
Figure 5.8 The contact acceleration versus time curves for the sample of AU_S at the
impact height of 265 mm
Figure 5.9 The velocity and displacement versus time curves for the sample of AU_S
under the impact height of 265 mm
Figure 5.10 The Impact Response of Composite AU_R under different velocities: (1)
Contact Force - Time curves, (2) Contact Force - Displacement curves, (3) Contact
Energy - Displacement curves.
Figure 5.11 The Impact Response of Composite AU_S under different velocities: (1)
Contact Force - Time curves, (2) Contact Force - Displacement curves, (3) Contact
Energy - Displacement curves
Figure 5.12 The Impact Response of Composite AU_R34 under different velocities:
(1) Contact Force - Time curves, (2) Contact Force - Displacement curves, (3)
Contact Energy - Displacement curves
Figure 5.13 The Impact Response of Composite NA_R under different velocities: (1)
Contact Force - Time curves, (2) Contact Force - Displacement curves, (3) Contact
Energy - Displacement curves
Figure 5.14 The Impact Response of Composite NA_S under different velocities: (1)
Contact Force - Time curves, (2) Contact Force - Displacement curves, (3) Contact
Energy - Displacement curves
XIV
Figure 5.15 The Impact Response of Composite NA_R34 under different velocities:
(1) Contact Force - Time curves, (2) Contact Force - Displacement curves, (3)
Contact Energy - Displacement curves
Figure 5.16 The impact results comparison of different materials under the impact
height of 115 mm (impact velocity = 1.5013 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 5.17 The impact results comparison of different materials under the impact
height of 165 mm (impact velocity = 1.7983 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 5.18 The impact results comparison of different materials under the impact
height of 215 mm (impact velocity = 2.0528 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 5.19 The impact results comparison of different materials under the impact
height of 265 mm (impact velocity = 2.2790 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 5.20 The impact results comparison of different materials under the impact
height of 315 mm (impact velocity = 2.4848 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 5.21 The impact results comparison of different materials under the impact
height of 365 mm (impact velocity = 2.6747 m/s): (1) Contact Force - Displacement
curves, (2) Contact Energy - Displacement curves
Figure 6.1 The 3D Finite Element Model for the auxetic composite with round ABS
tubes: (a) the whole composite, (b) the whole reinforcement
Figure 6.2 The diagram for (a) the auxetic reinforcement, (b) the auxetic composite
from the front view, the repeating unit cell were marked in red
Figure 6.3 The diagram for (a) the auxetic reinforcement, (b) the auxetic composite
from the top view (1) and side view (2)
Figure 6.4 The small FE model for the auxetic composite with round ABS tubes
XV
Figure 6.5 The FE models with different-size meshes: (a) element length=0.2mm; (b)
element length=0.4mm
Figure 6.6 The Poisson’s ratio versus compressive strain curves for FE models with
different element sizes (0.2mm and 0.4mm)
Figure 6.7 The FE models: (a) composite; (b) ABS tubes; (c) polyester yarns
Figure 6.8 The extended compressive stress strain curve for foam in FE model
Figure 6.9 The tensile stress strain curves for polyester yarns (three testing results)
Figure 6.10 The impact deformation process and stress distribution of auxetic
composite at different compressive strains under an impact velocity of 2.67 m/s: (a) 0,
(b) 5.60 %, (c) 11.86 %, (d) 17.61 %, (e) 23.20 %, (f) 28.45 %, (g) 33.09 %, (h)
35.08 %
Figure 6.11 Poisson’s ratio versus compressive strain curves for FE impact simulation
and quasi-static compression test
Figure 6.12 Contact stress versus compressive strain curves from FEM and
Experimental: (a) impact velocity=1.50 m/s; (b) impact velocity=2.05 m/s; (c) impact
velocity=2.67 m/s
Figure 6.13 Contact stress versus compressive strain curves: (a) FE simulation; (b)
Experimental
XVI
List of Tables
Table 3.1 Material parameters for polyester filaments and ABS tubes
Table 3.2 Density for different materials
Table 3.3 Volume fraction of polyester yarns and ABS tubes and foam for auxetic and
non-auxetic composite
Table. 4.1 Dynamic compressive results of foam and composites [means (S.D.)], n=3
Table 5.1 General technical indicators of Cst-1076 A/B PU foam
Table 5.2 The peak contact force, maximum displacement, energy absorption and
strain rate of six samples under six different impact height. [means (S.D.)], n=3
Table 6.1 Comparison between the experimental and FEM results
Chapter 1
1
Chapter 1
Introduction
1.1 Research Background
Compared with conventional materials, which usually undergo small elastic
deformation and are required to have certain strength and stiffness under some
specified loads, the energy absorbing materials mostly suffer from intense impact
loading. So the deformation and damage of energy absorbing materials involves the
big strain, strain rate effect, strain hardening effect and various different deformation
modes. The energy absorbing materials used for impact protection generally hold the
characteristics of large plastic deformation, inelastic energy conversion, restricted and
constant reactive force, light weight and high energy-absorption capacity [1]. Owning
all above mentioned features, the open-cell polyurethane (PU) foam has become a
good candidate for being used as energy absorption material due to its superior energy
absorbing capability including large strain and moderate contact stress. However,
plastic deformation, collapse of cell walls and internal fracture can easily cause
fatigue even failure of the PU foams. Generally, parameters like foam density,
open/closed cell content, cell size and shape, etc. are adjusted to improve the
mechanical properties of foams [2,3]. Chopped fibers [4] and micro/nano-sized
particles [5] are also filled to increase the stiffness and plateau stress of plain foams.
But the continuous long fibers and integral structural reinforcements are seldom used
for mechanical enhancement in case the big increase of foam weight. While,
Chapter 1
2
compared with the chopped fibers, long fibers as reinforcements will increase the
integrity and avoid the easy fracture and delamination of the composites. Therefore,
the multilayered orthogonal structures with light-weight and high-strength materials
are proposed and designed as the reinforcements to enhance the PU foam without
decreasing the strength to weight ratio [6]. Meanwhile, the negative Poisson’s ratio
(NPR) effect will be achieved by suitable structure arrangement of reinforcements,
which would further enhance the mechanical properties of foams under compression
and impact loading. In this research, the developed composite with the multilayered
orthogonal structural reinforcement and NPR effect is called “auxetic composite”. In
recent years, the auxetic materials have been drawing various interests due to their
counterintuitive deformation behavior and improved mechanical properties, like
enhanced shear resistance [7-9], increased indentation resistance [10-15] and higher
fracture toughness [7-8,16-17]. These feature advantages have made auxetic materials
suitable for many potential applications such as automobile [18], aerospace and
defense [19], sport protecting equipment, where energy absorption can be one of the
highly required properties. Hence, the novel multilayered orthogonal auxetic
composites should be designed and fabricated as excellent energy absorbers, which
could be used individually or served as filling materials in composites under different
loading conditions.
1.2 Research Objectives
This research is aimed at systematically developing, fabricating and characterizing a
kind of novel multilayered orthogonal structural composite with negative Poisson’s
Chapter 1
3
ratio, analyzing the mechanism of deformation which leads to NPR effect and
identifying the applications of auxetic composite in energy absorption and impact
protection areas. The specific objectives are presented as follows:
(1) To design and optimize the reinforcement structure for auxetic composite, to
predict the value of Poisson’s ratio in relation to compressive strain of composite in
theoretical;
(2) To fabricate auxetic composites made with the multilayer orthogonal structural
reinforcements and polyurethane foam matrix by using hand operated molding
method, to prepare the composite samples in accordance with the international
standard for the next step experimental testing;
(3) To conduct the experimental investigations on quasi-static and low-velocity
impact compression of auxetic composite and analyse its strain rate sensitivity, to
obtain the deformation process and auxetic behavior of the composite, to reveal the
mechanisms of being auxetic;
(4) To develop the improved auxetic composites with more flexible and rebounded
polyurethane foam, to discuss the mechanical behavior and deformation mechanisms
of all composites under different velocity compression, to study the effect of tube
cross-sections on the mechanical responses of the auxetic composites;
(5) To build the macroscopic finite element models and simulate the mechanical
responses of auxetic composites under low-velocity impact compression, to reveal the
relationship between the mechanical responses and deformation mechanism, to
validate the FEM results with experimental.
Chapter 1
4
1.3 Research Methodology
To achieve above listed objectives, the following methods will be employed:
(1) To design the reinforcement structure for auxetic composites and optimize various
parameters.
Various geometrical structures and models that could produce the NPR effect were
collected, classified and analyzed in literature review. The auxetic structure with
alternately arranged weft and warp yarns is selected because it can concentrate under
impact loading along the thickness direction, and consequently improve the impact
resistance.
In order to optimize the orthogonal structure of the reinforcement, a simplified 2D
geometric model will be established to calculate the relation between the value of
Poisson’s ratio and compressive strain. Optimized parameters including the diameters
of materials, space, numbers of the weft and warp yarn layers will be determined
according to the manufacturing precision as well the maximum value of negative
Poisson’s ratio.
(2) To select right materials for reinforcements and fabricate the auxetic
reinforcements and composites.
Rigid ABS tubes and high strength polyester yarns are selected to be used as the
reinforcement materials. The compressible PU foam is used as the matrix of
composites to solidify and integrate the reinforcement and let the composite structure
concentrate under impact loading. A set of stainless steel mould will be manufactured
according to the designed size and parameters of the composite samples. The
Chapter 1
5
multilayered reinforcements will be braided in the mould and then compound with the
PU foam using hand injection molding technique to make sure that the auxetic
composites are of good quality with sufficient permeation and high consistency.
(3) To conduct experimental study on auxetic composites under both quasi-static
compression and dynamic impact loadings.
The auxetic composites produced above will be firstly tested under quasi-static
compression in the fabric thickness direction using universal testing machine to
examine their auxetic effect and static compressive behavior. Then the experimental
study will be extended to the impact tests. A free drop testing device will be used to
test all auxetic composites with different amounts of impacting energies. The testing
results including the contact force and energy absorbed in function of displacement
will be measured. The influences of constituent material properties, reinforcement
structures and negative Poisson’s ratios on the impact behavior of auxetic composites
will be systematically studied based on the testing results.
(4) To develop the improved auxetic composites with rebounded polyurethane foam
and thicker reinforcements and study the effect of tube cross-sections on the
mechanical responses of the auxetic composites.
The improved auxetic and non-auxetic composites with flexible rebounded
polyurethane foam and more layers reinforcement structures will be fabricated. Three
different cross-sections for the ABS tubes including circle, square and rectangle will
be adopted for comparison. The mechanical responses and deformation mechanisms
of all composites under various strain-rates compression tests will be discussed and
Chapter 1
6
compared. The strain rate dependency of composites and the effect of tube cross-
section on the mechanical responses of composites will be investigated as well.
(5) To simulate the mechanical behavior of the auxetic composites under low-velocity
impact using finite element method.
A 3D Finite Element model of auxetic composite with round tubes will be established
in Ansys/Dyna software. The mechanical responses of FE model under three different
velocities impact will be simulated. The simulation results including the Poisson’s
ratio and the contact stress curves for auxetic composite will be obtained and
compared with that of experimental. The impact process of the composite will be
captured and used for optimizing auxetic structure. The optimized parameters will be
adopted to predetermine the structure for the composites with required Poisson’s ratio
and the new auxetic composites with improved the impact resistance and energy
absorption will be fabricated. Applications of these auxetic composites will be
explored.
1.4 Significance and Values
This research mainly focuses on developing, manufacturing, experimental testing and
finite element modeling a novel kind of auxetic composite for energy absorption and
impact protection. The significance and values of the research are embodied as
follows:
(1) This study provides direct insights into the design and fabrication of novel auxetic
composites by optimal structure designing and suitable materials arrangement. The
Chapter 1
7
development of multilayer integrally reinforced composites fill the gap of continuous
and long reinforcements in foam enhancement.
(2) Experimental investigations on the mechanical behavior of auxetic composites
under quasi-static compression and impact loads have been conducted, which will
provide a basic understanding of the relationships between the deformation of auxetic
composites and the damage features.
(3) Numerical simulation method has been adopted to verify the experimental testing
results of auxetic composites under low-velocity impact. The verified finite element
modeling in ANSYS/DYNA including geometry model, material model, contact,
constraints and etc. could be used to optimize the structure and parameters design of
auxetic composite and predict its mechanical response theoretically.
(4) In practical areas, the newly developed composites with negative Poisson’s ratio
will enable broader applications in damping and impact protection including
automobile, aerospace and defense, civil engineering and sport equipment, etc. due to
their enhanced mechanical properties. The study would also provide a new method to
fabricate the auxetic composites using simple and effective manufacturing techniques.
(5) Generally speaking, the study of multilayered orthogonal auxetic composites can
be very significant for both fundamental research and engineering applications.
1.5 Thesis Outline
Chapter 1 briefly introduces the research background of studying multilayer
orthogonal structural auxetic composites. The research objectives, methodologies,
significance and values are presented.
Chapter 1
8
Chapter 2 firstly reviews the main features of energy absorption materials, then the
classifications and applications of polyurethane foams, geometric structures and
unique properties of auxetic materials are introduced. Lastly, the impact testing
approaches, related physical quantities and experimental and numerical simulation
results are elaborated and discussed.
Chapter 3 firstly designs and optimizes the multilayer orthogonal structures for the
reinforcement of the auxetic composite, the parameters like the radius of the tubes and
space between the tubes are determined to achieve a big NPR value. Then, the auxetic
and non-auxetic composites are both manufactured by injecting foam formulation into
the reinforcements in the predetermined box. The samples are finally cut and prepared
well in accordance with the international standard for the next step experimental
testing.
Chapter 4 studies the quasi-static compressive behavior and NPR effect of auxetic
composites.
It is proved that the auxetic composite and pure foam have similar mechanical
properties in specific density under quasi-static compression. The auxetic composite
behaves more like a damping material with a big range of deformation strain, while
the non-auxetic composite behaves more like a stiffer material with a small range of
deformation strain. By the follows, the dynamic impact compression tests of three
materials are conducted and analyzed. The impact results and the damage mechanisms
of three materials are investigated. Their strain rate dependency is also revealed.
Chapter 1
9
Chapter 5 fabricates improved auxetic and non-auxetic composites with flexible
rebounded polyurethane foam and more layers reinforcement structures. Three
different cross-sections for the ABS tubes are adopted for comparison. The
mechanical responses and deformation mechanisms of all composites under various
strain-rates compression tests are compared and discussed. The effect of tube cross-
section on the mechanical responses of the auxetic and non-auxetic composites is also
investigated.
Chapter 6 builds a simplified Finite Element model to represent the auxetic
composites with round tubes. Ansys/Dyna software is used for calculating the
mechanical responses of FE model under three different impact velocities. The
simulation results including the Poisson’s ratio and the contact stress curves for
auxetic composite are obtained and compared with that of experimental.
Chapter 7 presents general conclusions and limitations of this study, and gives
suggestions for future work.
1.6 Reference
[1] Lu GX, Yu TX. Energy absorption of structures and materials. Woodhead
Publishing 2003; Chapter 1.
[2] Klempner D, Sendijarevic V. Polymeric foams and foam technology. Hanser
Publishers, Munich 2004; Chapter 3.
[3] Kreter PE. Polyurethane foam physical properties as a function of foam density. J
Cell Plast 1985;21(5):306-10.
[4] Shen HB, Steven N. Mechanical characterization of short fiber reinforced phenolic
http://www.amazon.com/s/ref=dp_byline_sr_book_2?ie=UTF8&text=Daniel+Klempner&search-alias=books&field-author=Daniel+Klempner&sort=relevancerankhttp://www.amazon.com/vahid-Sendijarevic/e/B00IQI63M2/ref=dp_byline_cont_book_1http://www.sciencedirect.com/science/article/pii/S1359835X03001362
Chapter 1
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foam. Composites Part A 2003;34(9):899-90.
[5] Das D. Reinforcement of syntactic foam with silicon carbide nanoparticles.
Florida Atlantic University 2011.
[6] Jiang LL, Gu BH, Hu H. Auxetic composite made with multilayer orthogonal
structural reinforcement. Compos Struct 2016;135:23-29.
[7] Evans KE, Alderson A. Auxetic Materials: functional materials and structures
from lateral thinking! Adv Mater 2000;12(9):617-28.
[8] Choi JB, Lakes RS. Nonlinear properties of polymer cellular materials with a
negative Poisson’s ratio, J Mater Sci 1992;27(19):4678-84.
[9] Alderson A. A triumph of lateral thought. Chem Ind 1999;17:384-91.
[10] Alderson KL, Pickles AP, Neale PJ, Evans KE. Auxetic polyethylene: the effect
of a negative Poisson’s ratio on hardness. Acta Metall Mater 1994;42(7):2261-6.
[11] Alderson KL, Fitzgerald AF, Evans KE. The strain dependent indentation
resilience of auxetic microporous polyethylene. J Mat Sci 2000;35(16):4039-47.
[12] Choi JB, Lakes RS. Fracture toughness of re-entrant foam materials with a
negative Poisson’s ratio: experiment and analysis. Int J Fracture 1996;80(1):73-83.
[13] Ma ZD, Bian H, Hulbert GM, Rostam-Abadi KBF. Functionally-graded NPR
(Negative Poisson’s Ratio) material for a blast-protective deflector. MICHIGAN
UNIV ANN ARBOR 2010:1-12.
[14] Liu Q. Literature review: materials with negative Poisson’s ratios and potential
applications to aerospace and defense. Defense Science and Technology Organization,
Victoria, Australia, August 2006.
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Chapter 1
11
[15] Lakes RS. Foam structures with a negative Poisson's ratio. Science
1987;235(4792):1038-40.
[16] Chan N, Evans. Microscopic examination of the microstructure and deformation
of conventional and auxetic foams. J Mater Sci 1997;32(21):5725-36.
[17] Webber RS, Alderson KL, Evans KE. Novel variations in the microstructure of
the auxetic microporous ultra-high molecular weight polyethylene. Part 1: Processing
and microstructure. Polym Eng Sci 2000;40(8):1894-905.
[18] Liu YP, Hu H, Lam J K C, Liu S. Negative Poisson’s ratio weft-knitted fabrics.
Text Res J 2010;80(9):856-63.
[19] Hu H, Wang ZY, Liu S. Development of auxetic fabrics using flat knitting
technology. Text Res J 2011;81(14):1493-502.
Chapter 2
12
Chapter 2
Literature Review
2.1 Introduction
This section firstly reviews the main features of energy absorption materials
compared with conventional materials. Then the classifications and applications of
polyurethane foams, geometric structures and unique properties of auxetic materials
are introduced. Lastly, the impact testing approaches, related physical quantities and
experimental and numerical simulation results are elaborated and discussed.
2.2 Energy Absorption Materials
2.2.1 Introduction
The research on and the development of energy absorbing materials which will
dissipate kinetic energy during various velocities impact and repeated dynamic
loading has been receiving much attention since 1970s [1-2]. The commonly used
materials for energy absorption include metal and alloy, plastic and fiber reinforced
plastic, polymeric foam, paperboard and wood etc. [3]. The major applications of
these materials are in the fields of aerospace, vehicles, sport, packaging and so on.
The materials using for energy absorption generally hold some unique features which
are different with conventional materials.
Chapter 2
13
2.2.2 Main Features
Conventional materials that are used in civil engineering and machineries usually
undergo small elastic deformation and are required to have certain strength and
stiffness under some specified load. Failure tends to occur due to fatigue, corrosion
and degradation of materials after a long time. Different with conventional materials,
the energy absorbing materials usually suffer from intense impact loading. So the
deformation and damage of these materials involve the big strain, strain rate effect,
strain hardening effect and various different deformation modes. The energy
absorbing materials used for impact protection like helmet lining and sport protection
equipments generally hold the characteristics of large plastic deformation, inelastic
energy conversion, restricted and constant reactive force, light weight and high
energy-absorption capacity [3]. Owning all above mentioned features, polymeric
foams have been widely used as energy absorbers in the application of packaging,
damping and structural components in different areas.
2.2.3 Polyurethane Foams
Polyurethane was firstly made by Bayer Company in 1937 [4,5]. As one of the most
widely used polymeric foams, the polyurethane (PU) foams have been applied in
different areas such as transportation, furniture, packaging and construction industry
and their consumptions are increasing day by day due to excellent properties like light
weight, high specific strength, good thermal insulation, low cost and fast fabrication
[6]. PU foams could be classified as flexible, semi-rigid and rigid foams depending on
their chemical composition, the degree of crystallinity and cross-linking [6]. As
Chapter 2
14
described in the standard DIN 7726, flexible PU foams should have low resistance to
an applied load and most of them are open cell, permeable to air and reversible
deformable [6]. While rigid foams have relatively high compressive modulus and they
are commonly used as the sandwich structure core material. Polyurethanes are
produced by reacting isocyanates with polyols in the presence of some catalyst or by
activation with ultraviolet light [7]. The type and quantity of isocyanates and polyols
as well the surfactants and blowing agents could highly influence the properties of
polyurethane foams [6]. PU foams could also be categorized as open cell and closed
cell foams depending on the microstructure of foams. The closed cell foams are most
suitable for thermal insulation and they are generally rigid. While open cell foams are
best suit for seating and bedding cushions, acoustical insulation and among other uses.
They are usually flexible [8].
PU foam is a good candidate for being used as energy absorption material due to its
superior energy absorbing capability including large strain and moderate contact
stress. However, plastic deformation, collapse of cell walls and internal fracture can
easily cause fatigue even failure of the PU foams. Generally, parameters like foam
density, open/closed cell content, cell size and shape, etc. are adjusted to improve the
mechanical properties of foams [9,10]. Chopped fibers [11] and micro/nano-sized
particles [12] are also added to increase the stiffness and plateau stress of plain foams.
However, the continuous long fibers and integral structural reinforcements are seldom
selected for mechanical enhancement in case the big increase of foam weight and thus
decrease of specific strength and specific energy absorption. In this research,
https://en.wikipedia.org/wiki/Polyol
Chapter 2
15
multilayered orthogonal structural materials with light-weight and high mechanical
properties are designed as the reinforcements to enhance the PU foam without
decreasing the strength to weight ratio [13]. Meanwhile, the negative Poisson’s ratio
(NPR) effect will be achieved by suitable structure arrangement of the reinforcement,
which further enhanced the mechanical performance of foams under compression and
impact effectively. NPR, namely “auxetic”, means that materials will expand
transversely when pulled longitudinally or contract transversely when compressed
longitudinally [14]. With the combination of structural reinforcement and matrix foam
as well as the unique auxetic effect, the newly developed composite is named “auxetic
composite”. This multilayered orthogonal structural auxetic composite could be
regarded as a kind of reinforced PU foam with auxetic effect which could be used
individually or served as the core materials of the sandwich structures.
2.3 Auxetic materials
2.3.1 Introduction
Most materials, such as a rubber band, contract laterally when stretched in the
longitudinal direction. These materials are called positive Poisson’s ratios materials.
In contrast, auxetic materials (materials with negative Poisson’s ratio, NPR) expand in
the transverse and/or thickness direction when subjected to tensile stretch in the
longitudinal direction and shrink when compressed along a perpendicular direction. In
recent years, auxetic materials have gained various interests due to their
counterintuitive behavior under deformation and improved mechanical properties,
including shear resistance [15-17], indentation resistance [18-23] and fracture
Chapter 2
16
toughness [15-16, 24-25]. These special features have made auxetic materials very
attractive for many potential applications such as automobile [26], aerospace and
defense [27], sport equipment, where impact protection can be one of the highly
required properties.
The word ‘auxetics’ was first proposed by Evans to name the materials with negative
Poisson’s ratio, which has been commonly used now [28].
Auxetic materials have been studied for more than two decades. Since the first auxetic
polyurethane foam with re-entrant structure was made by Lakes in 1987 [23], a
number of auxetic materials have been proposed and fabricated ranging from
macroscopic and micro-structural levels to molecular level including auxetic
polymeric foams and micro-porous polymers [20-28], auxetic fibers [25,29-30] and
fabrics [26,27,31,32], auxetic honeycombs [33] and composites [34-37], etc.
Improved properties such as shear resistance [16-17], indentation resistance [18-19]
and fracture toughness [16,20] could be found for auxetic materials compared with
the corresponding common materials.
2.3.2 Microstructures and Models
2.3.2.1 Re-entrant Microstructures
Re-entrant structure is one of the most classic and common auxetic structures in
materials design. As shown in Fig.2.1, auxetic structure in the form of 2D re-entrant
honeycomb was firstly proposed by Gibson in 1982 [38]. The honeycomb combined
by 2D re-entrant hexagons could be deformed by hinging of the diagonal ribs under
an applied uni-axial load. The negative Poisson’s ratio effect is achieved by rotating
Chapter 2
17
the diagonal ribs to the horizontal direction and expanding the structure transversely.
In 1995, Choi and Lakes proposed the 3D isotropic re-entrant foam structure as shown
in Fig.2.2 [39]. The Poisson’s ratio was predicted to approach -1 in an idealized re-
entrant model.
Figure 2.1 Re-entrant honeycomb structure [38] (Reproduced with permission of The
Royal Society)
Figure 2.2 3D re-entrant structure [39] (Reproduced with permission of SAGE)
There are many other re-entrant structures with similar deformation mechanism
producing auxetic effect, like double arrow-head structure, star-shaped structure and
sinusoidal ligament structure (see Fig.2.3). The rib flexure and hinging of arrowheads
Chapter 2
18
and stars in opening and closing under uni-axial loading leads to the auxetic behavior
of materials [40-41], while the auxetic effect of sinusoidal ligament structure comes
from the opening up of re-entrant cells into near-rectangular cells [42].
(a) (b) (c)
Figure 2.3 (a) Double-arrow head [40]* (Reproduced with permission of 1997 IEEE),
(b) star-shaped [41] (Reproduced with permission of Springer), (c) sinusoidal
ligament structure [42] (Reproduced with permission of American Society of Medical
Engineers)
*In reference to IEEE copyrighted material which is used with permission in this thesis, the IEEE does not endorse any of The Hong Kong Polytechnic University's products or services. Internal or personal use of this material is permitted. If interested in reprinting/republishing IEEE copyrighted material for advertising or promotional purposes or for creating new collective works for resale or redistribution, please go to http://www.ieee.org/publications_standards/publications/rights/rights_link.html to learn how to obtain a License from RightsLink.
2.3.2.2 Rotating Squares, Rectangles and Triangles Models
Grima et al. first found rotating structure in inorganic crystalline materials like
zeolites [43]. The structure is based on the arrangement of some geometric units
connected at selected vertices. The auxetic effect is achieved by the rotation of units
in opening up under some uni-axial stretch. (see Fig.2.4). Then Grima also proposed
similar structures like rotating squares, rotating triangles, rotating rectangles (Fig.2.5)
[44-50]. The model of different sized rigid rectangles [51] was also proposed to
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Chapter 2
19
represent the properties of various systems including silicates, zeolites and liquid-
crystalline polymers. It was also shown that such systems could exhibit auxetic
behavior which is scale independent when stretching in some particular directions,
while the Poisson’s ratio’s value was dependent on the shape, size and relationship of
different rectangles [52].
Figure 2.4 Rotating structure opening up under stretch [43] (Reproduced with
permission of Springer)
(a) (b) (c)
Figure 2.5 (a) Rotating squares [43] (Reproduced with permission of Springer), (b)
rotating triangles [44] (Reproduced with permission of Springer), (c) rotating
rectangles structure [45]
Chapter 2
20
2.3.2.3 Nodule and Fibril Microstructures
Nodule and fibril structure was initially reported in a 2D model for auxetic micro-
porous polymer by Caddock and Evans (Fig.2.6) [53-54]. The auxetic effect was
achieved by the translation of nodules stretched by connecting fibrils when loaded.
The Poisson’s ratio of expanded PTFE varies with the tensile strain and can attain as
large as -12. Other polymers like polypropylene and polyester fibers [55-56] could
also be processed with similar nodule and fibril structure and obtain obvious auxetic
effect. 2D nodule fibril analytical model was built by Alderson A and Evans KE to
reveal the relations between the mechanical properties of materials and geometric
parameters [57-58]. Besides, the 3D nodule and fibril model (Fig.2.7) could also be
applied to more materials including micro-porous polymers, body centered cubic
metals, foams and etc. Research showed that 3D hexagonal nodule and fibril models
exhibit more evident auxetic effect than equivalent 2D model [59-60].
Figure 2.6 Nodule and fibril structure (a) normal state, (b) under stretch [53-54]
(Reproduced with permission of IOP Publishing)
Chapter 2
21
Figure 2.7 Schematics for a generalized 3D tethered nodule, showing: (a) a central
nodule connected to eight others via corner fibril [60]. (With the permission from
Springer)
2.3.2.4 Chiral Models
As illustrated in Fig.2.8, chiral models are formed by connecting of chiral units, in
which the chiral units are composed of straight ligaments and central rigid nodes
which are circles, rectangles or other various geometries. The auxetic effects are
gained by wrapping or unwrapping of the ligaments around the nodes under an
applied force. Theoretical and experimental investigation on 2D chiral honeycomb
was conducted by Prall and Lakes as shown in Fig.2.8 (a), the Poisson’s ratio of the
chiral model under in-plane deformations was measured to be around -1 [61]. The
auxeticity of chiral and anti-chiral models and relations to the lattice have also been
studied by many other researchers in reference [61-67].
Based on this basic chiral structure, a new kind of structure named as ‘meta-chiral’
has been developed by Grima [68]. As shown in Fig.2.8 (b), the structure is formed by
connecting the symmetric blocks where the node in each unit is a rectangle. It was
Chapter 2
22
proved that the auxetic effects of chiral models are dependent on the node shape and
the ligaments length.
(a) (b)
Figure 2.8 Chiral honeycombs (a) Formed with the same chiral units [61]
(Reproduced with permission of Elsevier), (b) Formed with symmetrical chiral units
[68] (Reproduced with permission of John Wiley and Sons)
2.3.2.5 Other Structures
Other structures and models that give rise to auxetic behavior are also under
investigation including angle-ply laminates with sandwich-like stacking achieving
auxetic effect [69], double-arrow ‘hard’ block and spring ‘soft’ segment model for
copolymers [70], missing rib model proposed by Smith (Fig.2.9) [71] and the circle
holes structure (Fig.2.10) realized its auxetic effect under compression due to the
elastic instability of materials [72].
Chapter 2
23
(a) (b)
Figure 2.9 The idealized networks of the (a) intact version and (b) cur version
with the unit cells shaded [71] (With the permission from Elsevier)
Figure 2.10 The deformation of circle holes structure under compression [72]
(Reproduced with permission of John Wiley and Sons)
2.3.3 Unique Properties
2.3.3.1 Mechanical Properties
The mechanical properties of auxetic materials are totally different from the
equivalent non-auxetic materials. Research showed that the auxetic foams usually
have lower Young’s modulus than conventional foams [73-76]. In reference [77], for
example, the compressive Young’s modulus of auxetic foams is only a half of that for
Chapter 2
24
conventional counterpart at small deformation. But to the contrary, the shear modulus
of auxetic foams is much higher than that of conventional ones. This result can be
explained by the relations among shear modulus G, Poisson’s ratio ν, Young’s
modulus E and bulk modulus K. For isotropic materials, they are related in the
equation: E = 2G (1+ν) = 3K (1− 2ν). From the equations, it could be found that for
most common materials, the Young’s modulus E is at least twice higher than the shear
modulus G. While for the newly manufactured materials with negative Poisson’s ratio,
the shear modulus G increases and the bulk modulus K decreases, which means the
material are difficult to shear but easy to deform volumetrically.
Compared with most conventional materials, the auxetic materials may also own
increased fracture toughness. The fracture toughness of auxetic foams was studied as
a function of permanent volumetric compression ratio [20]. The toughness is increase
by 80%, 130% and 160% with the volumetric compression ratios of 2.0, 2.5, 3.0 than
that of conventional foams. The auxetic materials may also have enhanced crack
resistance. The crack in materials expands and closes up when the materials are pulled
apart due to the auxetic effect.
2.3.3.2 Indentation Behavior
Hardness of auxetic materials can be increased due to the auxetic effect. When the
auxetic materials get impacted and compressed in the vertical direction, they will
contract laterally (see Fig.2.11), which means the material ‘flows’ into the vicinity of
the impact point under impact [15]. The material becomes denser and harder near the
impact point. The indentation resistance of auxetic UHMWPE was found to be 2.5
Chapter 2
25
times than that of conventional counterpart [29]. This phenomenon was also found in
other auxetic materials, such as auxetic fiber-reinforced composites [29,78].
Figure 2.11 Indentation resistance [15] (Reproduced with permission of John Wiley
and Sons)
2.3.3.3 Synclastic Curvature
When conventional materials are subjected to an out-of-plane bending force, they
show saddle shape (Fig.2.12 a) because of the perpendicular shrinkage. While for
auxetic materials, they may exhibit dome shape (Fig.2.12 b) because the
perpendicular direction has the same curve trend with the bending direction, i.e.,
synclastic curvature [15]. Therefore, synclastic curvature will make auxetic materials
better fit into curve surface.
Figure 2.12 (a) Anticlastic curvature, (b) Synclastic curvature [15] (Reproduced with
permission of John Wiley and Sons)
Chapter 2
26
2.3.3.4 Variable Permeability
The permeability of auxetic materials is better than conventional materials due to their
unique pore-opening properties (Fig.2.13). The pore size becomes bigger in both axial
and perpendicular directions under stretch. This characteristic makes auxetic materials
suitable for filtering because it can improve the filtration efficiency and increase the
pressure during filtering due to the pores shrink. In addition, the smart drug release
could be designed by building the relationship between the pore size and applied
strain [79]. The variable permeability of auxetic honeycomb has been studied. It was
found the variable permeability of material could be evidently improved from both
macro and nano scales [80].
-
Figure 2.13 Permeability of auxetic honeycomb [79] (Reproduced with permission of
John Wiley and Sons)
Chapter 2
27
2.3.3.5 Energy Absorption
Superior energy absorption properties like ultrasonic, acoustic and damping were
found for auxetic materials. In reference [81], it was reported that auxetic foams had
better sound absorption capacity than conventional foams at low frequencies. The
cyclic compression tests showed the damping capacity of auxetic foams was 10 times
higher than that of the corresponding conventional foams [82-83]. Sound absorption
[82,84,85] and crashworthiness [82,85,86] of auxetic materials were also found to be
enhanced in comparison with the conventional materials.
2.3.4 Auxetic Composites
As a particular kind of auxetic materials, auxetic composites have received great
attention in recent years. Alderson et al. [34] had reported that auxetic composite
materials could be fabricated mainly by two approaches, either by specially designing
the structural configurations with conventional components or by filling auxetic
reinforcements in composites.
2.3.4.1 Angle-ply Laminates
The first approach was to produce the fiber-reinforced composite laminates by using
conventional fiber materials [34,87-89]. The route was to design the angle-ply
laminates by using pre-preg which gives specific stacking sequences to produce
auxetic effect. In these composite laminates, negative in-plane or out-plane Poisson’s
ratios could be achieved. However, the requirement for the auxetic composite
laminates was that the ply materials better to be highly anisotropic [34], which
Chapter 2
28
indicated that carbon fiber/epoxy resin [89-90] was more suitable choice than others
[91], and this limited the selection of materials and consequently reduced the
possibility of enhancing the mechanical properties of composite materials.
2.3.4.2 Composites using Auxetic Reinforcements
The second approach was to use auxetic reinforcements. The auxetic fibers [30]
embedded in the composite as the reinforcement would prevent the occurring of fiber
pullout because the fiber would get fatter when stretched, leading to self-locking of
auxetic fibers into the matrix. Composite using two-layer woven fabric made of
double-helix yarns as inherently auxetic phase was manufactured to be auxetic with
an approximate Poisson’s ratio of -0.1 [92]. While the shortcoming is the matrix
silicone rubber gel seriously constrained the strongly auxetic property of double-helix
yarn with Poisson’s ratio of -2.1. Hou et al. [35] suggested another kind of composite
structure with isotropic NPR values by randomly including re-entrant triangle
elements into a matrix. The Poisson’s ratio of the composite structure could be
tailored by changing the geometries of inclusions and properties of components [36]
and high difference in stiffness of the inclusions and the matrix material was a
condition to obtain NPR of the composite [37].
2.4 Low-velocity Impact Tests
2.4.1 Introduction
The quasi-static loadings are generally first conducted to investigate the mechanical
responses of materials because the experimental set-up is simpler than that for the
Chapter 2
29
impact tests and it is relatively easier to observe the detailed deformation process of
the materials. However, lots of materials properties are much dependent on the strain
rates. Understanding the impact resistance of the composite materials requires to
quantify the exact value of some mechanical response such as the contact force and
impact energy absorption as the material deforms. Hence, to check if the auxetic
composites are suitable for being used as energy absorbers under dynamic loading
conditions, further study on the low-velocity impact responses of composites should
be conducted.
2.4.2 Testing Approaches and Related Physical Quantities
For strain rates lower than 102 s-1, which could be defined as low velocity impact
range, the impact tests could be conducted by means of drop hammer or pendulum
[93]. For the case of drop hammer, a predetermined mass is lifted to a certain height
and then released to impact on a sample which is placed at the base anvil of the
machine. The maximum impact velocity is governed by the initial height of the
hammer. Usually, an accelerator is attached onto the impact mass to measure the
instant acceleration of the drop hammer during the impact process. A displacement
transducer is used to record the movement of the impactor. When pendulums are used
for impact test, the swinging arms should be designed to be long enough to minimize
the radial movement at the impact face and the impact face could translate only. In
both above low velocity impact methods, the velocity of the striker is not a constant, it
varies with the impact process. The strain rate that will be mentioned in this research
is to calculate as dividing the biggest impact velocity by the thickness of samples.
Chapter 2
30
For the strain rate in the range of 102 -104 s-1, the split Hopkinson pressure bar system
is usually adopted for impact testing [94-95]. Gas guns are extensively used for the
impact test ranging from 100 m/s to 800 m/s [96]. There are several other techniques
are available for the dynamic loading tests, such as explosives and Talor anvil tests
[97], which will not be elaborated in the text.
Some physical quantities are of great importance to record during the impact process
for analyzing the mechanical features of the impacted materials. They are the contact
force versus time, the contact force and the absorbed energy versus impactor
displacement, the velocity of impactor versus time, the absorbed energy/impact
energy ratio, the contact force versus energy, the residual force versus impactor
displacement and the residual force versus impact energy.
There are also critical values of some physical quantities for revealing the damage
mechanisms and impact resistance of materials. Two characteristic forces are: the first
damage force and the maximum force. Two characteristic displacements are: the
displacement at peak force and the maximum displacement during the impact. Two
characteristic energies are: the maximum impact energy and the final absorbed energy
[98-99].
2.4.3 Impact on Foams and Foam-cored Composites
The quasi-static compressive and dynamic impact properties of foams and foam-cored
sandwich panels have been studied by many researchers with experimental and
numerical methods [100-107]. The low velocity impact response of rigid PU foam at
velocities from 2 m/s to 4 m/s was studied by V.P.W. Shim [100]. The effects of
Chapter 2
31
impact velocity and impactor geometry on the energy absorption were studied.
Similar study on the impact behavior of aluminum syntactic foams was conducted by
Castro G et al. In the reference [101], failure mechanisms of foams were interpreted
from impact load versus displacement curves and examination of impacted aluminum
syntactic foam plates. Results showed that the aluminum syntactic foam has better
compression strength and energy absorption than conventional aluminum foams, but
poorer than steel syntactic foam. In order to improve the energy absorption and low
velocity impact resistance, GQ Zhang et al. [102] fabricated the PU foam filled
pyramidal lattice core sandwich panels and studied their quasi-static compression and
low velocity impact properties. A synergistic effect was found based on the
compression results. During the impact tests, the contact time between the impactor
and the sandwich panels was shorter and the impact peak force of foam filled
specimens was a little higher than that of unfilled specimens. The significant
improvement of auxetic foams in dissipating energy compared to non-auxetic and iso-
density foams at every number of cycles and loading levels has been proved by
Bezazi and Scarpa [108]. In reference [109], finite element model for an auxetic-cored
sandwich panel was built and compared to that of an Aluminum foam-cored sandwich
panel. Higher energy absorption for the auxetic-cored panel under velocity from 380
m/s to 600 m/s was identified and contributed to the local densification of materials
due to the NPR effect. The quasi-static compressive behavior [110] and dynamic
crushing [46-47] of auxetic PU foams and conventional non-auxetic foams were also
Chapter 2
32
studied by Scarpa et al. Their comparative results showed a distinctive improvement
of mechanical characteristics for auxetic foams including energy absorption.
2.5 Chapter Summary
In this chapter, energy absorption materials were firstly reviewed on their main
features like large plastic deformation, restricted and constant reactive force, light
weight and high energy absorption capacity compared with conventional materials.
As one of the most widely used polymeric foams and energy absorption materials,
polyurethane foam was then reviewed on its classifications and applications. The
developed auxetic composites in this study could be regarded as a kind of reinforced
PU foam with auxetic effect. Hence, the auxetic materials especially the auxetic
composites following above had been reviewed on geometric structures and unique
properties. To check whether the auxetic composites are suitable for being used as
energy absorbers under impact loading, studying on the mechanical responses of
composites under impact tests is necessary. Therefore, the impact testing approaches,
related physical quantities and experimental and numerical simulation results had
been elaborated and discussed finally.
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