14
ORIGINAL RESEARCH Simulation of the forming process for curved composite sandwich panels S. Chen 1 & O. P. L. McGregor 1 & A. Endruweit 1 & L. T. Harper 1 & N. A. Warrior 1 Received: 4 July 2019 /Accepted: 25 October 2019 # The Author(s) 2019 Abstract For affordable high-volume manufacture of sandwich panels with complex curvature and varying thickness, fabric skins and a core structure are simultaneously press-formed using a set of matched tools. A finite-element-based process simulation was developed, which takes into account shearing of the reinforcement skins, multi-axial deformation of the core structure, and friction at the interfaces. Meso-scale sandwich models, based on measured properties of the honeycomb cell walls, indicate that panels deform primarily in bending if out-of-plane movement of the core is unconstrained, while local through-thickness crushing of the core is more important in the presence of stronger constraints. As computational costs for meso-scale models are high, a complementary macro-scale model was developed for simulation of larger components. This is based on experimen- tally determined homogenised properties of the honeycomb core. The macro-scale model was employed to analyse forming of a generic component. Simulations predicted the poor localised conformity of the sandwich to the tool, as observed on a physical component. It was also predicted accurately that fibre shear angles in the skins are below the critical angle for onset of fabric wrinkling. Keywords Honeycomb . Process modelling . Finite element analysis (FEA) . Forming Introduction Composite sandwich panels offer high specific bending stiff- ness, delivering opportunities for lightweight design. However, sandwich components of complex shapes can be costly to manufacture, as machining operations on the core are required in addition to moulding processes for the skins. In well-established high-volume applications, such as lightweight automotive interior load floor components, a com- paratively low-cost composite sandwich is manufactured by pressing the core material into shape simultaneously with the skins, in a single forming operation. While the forming pro- cess causes local buckling or crushing of the core structure, the mechanical performance of the finished component has been found sufficient for this type of application [17]. Typical material combinations for press-formed sandwich structures include glass fibre composite skins, usually made from chopped strand mat with fibre lengths greater than 25 mm, hexagonal paper cores and polyurethane foaming res- in. The reinforcement in the skins is wet out with the resin. As the resin expands during cure, it partially fills the open cells of the core (at the interface with the skins), which allows strong bonds between the core and skins to develop. Variants of this process exist, using different types of cores and carbon fibre textile skins, for higher structural requirements. During manufacture of panels with variable cross- sections and complex curvature, the core can be subject- ed to multi-axial deformation modes including in-plane tension, compression and shear, as well as through- thickness compression and out-of-plane bending [810]. Simultaneously, the reinforcement skins are subjected to in-plane shear and out-of-plane bending while the fabric is formed. There may also be relative movement be- tween the core and the skins during forming. Typical issues occurring in the process are wrinkling of the skins due to local fibre buckling, tearing of the core due to excessive in-plane stresses, and poor conformity of the sandwich assembly to the tool surfaces due to low through-thickness stiffness of the crushed core. * S. Chen [email protected] 1 Composites Research Group, Faculty of Engineering, University of Nottingham, Nottingham NG7 2RD, UK https://doi.org/10.1007/s12289-019-01520-4 / Published online: 10 December 2019 International Journal of Material Forming (2020) 13:967–980

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Page 1: Simulation of the forming process for curved composite ...Composite sandwich panels offer high specific bending stiff-ness, delivering opportunities for lightweight design. However,

ORIGINAL RESEARCH

Simulation of the forming process for curved compositesandwich panels

S. Chen1& O. P. L. McGregor1 & A. Endruweit1 & L. T. Harper1 & N. A. Warrior1

Received: 4 July 2019 /Accepted: 25 October 2019# The Author(s) 2019

AbstractFor affordable high-volume manufacture of sandwich panels with complex curvature and varying thickness, fabric skins and acore structure are simultaneously press-formed using a set of matched tools. A finite-element-based process simulation wasdeveloped, which takes into account shearing of the reinforcement skins, multi-axial deformation of the core structure, andfriction at the interfaces. Meso-scale sandwich models, based on measured properties of the honeycomb cell walls, indicate thatpanels deform primarily in bending if out-of-plane movement of the core is unconstrained, while local through-thicknesscrushing of the core is more important in the presence of stronger constraints. As computational costs for meso-scale modelsare high, a complementary macro-scale model was developed for simulation of larger components. This is based on experimen-tally determined homogenised properties of the honeycomb core. The macro-scale model was employed to analyse forming of ageneric component. Simulations predicted the poor localised conformity of the sandwich to the tool, as observed on a physicalcomponent. It was also predicted accurately that fibre shear angles in the skins are below the critical angle for onset of fabricwrinkling.

Keywords Honeycomb . Processmodelling . Finite element analysis (FEA) . Forming

Introduction

Composite sandwich panels offer high specific bending stiff-ness, delivering opportunities for lightweight design.However, sandwich components of complex shapes can becostly to manufacture, as machining operations on the coreare required in addition to moulding processes for the skins.

In well-established high-volume applications, such aslightweight automotive interior load floor components, a com-paratively low-cost composite sandwich is manufactured bypressing the core material into shape simultaneously with theskins, in a single forming operation. While the forming pro-cess causes local buckling or crushing of the core structure,the mechanical performance of the finished component hasbeen found sufficient for this type of application [1–7].Typical material combinations for press-formed sandwich

structures include glass fibre composite skins, usually madefrom chopped strand mat with fibre lengths greater than25 mm, hexagonal paper cores and polyurethane foaming res-in. The reinforcement in the skins is wet out with the resin. Asthe resin expands during cure, it partially fills the open cells ofthe core (at the interface with the skins), which allows strongbonds between the core and skins to develop. Variants of thisprocess exist, using different types of cores and carbon fibretextile skins, for higher structural requirements.

During manufacture of panels with variable cross-sections and complex curvature, the core can be subject-ed to multi-axial deformation modes including in-planetension, compression and shear, as well as through-thickness compression and out-of-plane bending [8–10].Simultaneously, the reinforcement skins are subjected toin-plane shear and out-of-plane bending while the fabricis formed. There may also be relative movement be-tween the core and the skins during forming. Typicalissues occurring in the process are wrinkling of theskins due to local fibre buckling, tearing of the coredue to excessive in-plane stresses, and poor conformityof the sandwich assembly to the tool surfaces due tolow through-thickness stiffness of the crushed core.

* S. [email protected]

1 Composites Research Group, Faculty of Engineering, University ofNottingham, Nottingham NG7 2RD, UK

https://doi.org/10.1007/s12289-019-01520-4

/ Published online: 10 December 2019

International Journal of Material Forming (2020) 13:967–980

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The application of simulation techniques facilitatesassessing the feasibility of the process prior to implementa-tion. However, a modelling approach to capture forming in-duced issues and to enable optimisation of process parametersdoes not currently exist. Almost all available modelling tech-niques address sandwich load-carrying capability includingdamage prediction [11–14]. A model would be required forsimulation of the sandwich forming process in order to predictforming-induced defects. While through-thickness crushingof the honeycomb core is considered a failure mode in struc-tural engineering [15–17], it is a forming mechanism in com-ponent manufacture. Also, existing finite element (FE)modelsare developed for sandwich structures where the skins arebonded to the core which is essential for load transfer[18–20]. However, the forming process relies on relative slip-page between skins and core. Hence, core-skin adhesion is notan issue here.

A complete process model requires integration of threeconcurrent effects: forming of the reinforcement skins,multi-axial deformation of the core structure, and frictionaleffects (tool-reinforcement and reinforcement-core). High-

fidelity predictive modelling of reinforcement forming(draping) is well advanced. Typically, woven and non-crimpfabrics can be modelled using a non-orthogonal constitutivemodel, incorporating multiple plies and frictional effects[21–32]. The multi-axial deformation behaviour of the coreis complex, requiring a material model that reflects theforming characteristics arising from the distortion of the cel-lular structure and through-thickness crushing of the core,resulting from inelastic buckling and folding of the cell walls.The core structure can be modelled in detail at the meso-scaleusing shell elements to represent the cell walls at an appropri-ate mesh density to capture the inelastic crushing process.However, this approach is not feasible for component-scalemodels, as a large number of finite elements would be re-quired, which would result in long CPU times.

As an alternative, macro-scale models for the core materialcan be developed, which are based on volumetric finite ele-ments and homogenisation of the core structure to obtain ef-fective mechanical properties. These can reduce the overallnumber of degrees of freedom in the model and minimise therisk of numerical instability. A disadvantage of this approach is

-1.5 -1.0 -0.5 0.0 0.5 1.0 1.5

Shear angle / rad

-800

-600

-400

-200

0

200

400

600

800

1000

No

rm

alise

d s

he

ar f

orce

/ (

N/m

)

FCIM359 (exp.)

FCIM359 (num.)

Fig. 2 Shear resistance curves forNCF used in skins; derived frompicture frame shear testing. [24]

Fig. 1 Sandwich panel construction as used in present work

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that it requires multi-axial, non-linear material properties asinput, which may be hard to characterise experimentally. Inaddition, the interaction between skins and core is complex.

The present work aims to develop a non-linear explicit FEmodel of the sandwich panel forming process and to validate itagainst experimental studies, including a full-scale technologydemonstrator.

Sandwich structure

Geometry

As shown in Fig. 1, sandwich panels discussed in this paper areconstructed from two outer composite skins and a hexagonalhoneycomb core, which is made from low-cost recycled card-board. The low density of the porous core, compared to thecomposite skins, results in a significant weight-saving comparedto a monolithic composite panel of the same bending stiffness.Crushing the core allows geometrically complex sandwichpanels with locally varying thickness to be produced, withoutthe need to pre-machine the core to the desired shape.

Reinforcement fabric skin

The two skins are made from FCIM359 biaxial carbon fibrenon-crimp fabric (NCF), supplied by Hexcel, Leicester, UK.Each ply is 0.4 mm thick and consists of 440 gsm of carbonfibre in 24 K tow format. The fibre architecture is ±45° with a

pillar stitch at 0° (in the roll direction). The material shows anasymmetric shear behaviour (Fig. 2) as a consequence of thepillar stitch pattern. This has previously been modelled by theauthors using a homogenised non-orthogonal constitutivemodel [21–25], which exhibited sufficient fidelity for fabricforming process modelling and optimisation.

Resin system

The resin is a highly reactive polyurethane system that cureswithin 90 s. It is applied to the outer surfaces of the skins priorto the sandwich assembly being transferred to the formingtool. During the forming process, the resin is a low viscosityliquid, which turns into a foam and cures upon application ofheat.

As the resin will only fully penetrate through the skinsas it is heated and expands, there is no resin at the inter-face between the core and skins during the forming pro-cess. Hence, the resin has no significant effect on therelative movement between core and skins. Also, the ef-fect of the resin on the shear properties of the reinforce-ment fabric was neglected in the present work, whichenabled an existing validated model of the fabric formingbehaviour to be employed. For frequently employed fab-ric shear test methods (picture frame or bias extensiontesting [33, 34]), the time for set-up and testing is of thesame order as the resin cure time, making testing of wet-ted fabrics infeasible. Hence, a modification to existingin-plane shear test methods would be required if the effect

X

YZ

X

YZ

4 mm

20 mm

4 mm

0.4 mm0.2 mm

0.2 mm

Double-thickness wall

Single-thickness wall

Longitudinal direction

Transverse directio

n

Through-

thickness

direction

Fig. 3 Construction and geometry of the honeycomb cellular core

Table 1 Properties of the cellwall material from experimentaltesting

Property Density Young’s modulus Poisson’s ratio Fracture strain

Value 0.74 × 103 kg/m3 0.41 GPa 0.21 0.067

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of resin on fabric shear was to be incorporated in themodel.

Core

The core is manufactured by a well-established process ofadhesively bonding multiple layers of paper and expandingthe lay-up to obtain hexagonal cells with the dimensions indi-cated in Fig. 3. Here, cardboard paper is used because of itslow cost and low environmental impact.

For geometrical characterisation, the cell dimensions of thehoneycomb core were measured at 5 different positions. Thecorresponding average values are indicated in Fig. 3. The prop-erties of the cardboard material used for manufacture of the core(cell walls) were assumed to be isotropic. Uniaxial tensile testswere performed on specimens from flat cardboard using a uni-versal testingmachine at a strain rate of 0.03 s−1. A 5 kN load celland an extensometer were used to measure the tensile force and

the axial strain, respectively. Material properties listed in Table 1were obtained using average values from five repeats.

Material characterisation

In-plane tensile testing

In-plane tensile tests were performed on the honeycombcore along the longitudinal and transverse directions asshown in Fig. 4. Results show that the core exhibits thesame in-plane tensile stiffness (0.2 MPa) in the two testdirections up to ~0.32 effective strain. The longitudinaltensile modulus (i.e. the slope of the curve) between0.40 and 0.45 effective strain is ~0.39 MPa, where thecell walls are generally aligned with the tensile loadingdirection. In longitudinal tensile loading, the specimendebonds from the testing rig at ~0.46 effective strain. Incontrast, damage starts at 0.44 effective strain for the

Longitudinal tensile Transverse tensile (a) Tensile tes�ng setup remove? (b) Tensile behaviour of honeycomb core

0.0 0.2 0.4 0.6 0.8

Effective strain

0.00

0.02

0.04

0.06

0.08

0.10

0.12

Effective s

tress (

MP

a)

Longitudinal tensile test

Transverse tensile test

Fig. 4: In-plane tensile testing ofthe honeycomb core.

(a) Shear tes�ng setup (b) Shear curves of the honeycomb core from tes�ng

Fig. 5 Shear testing of thehoneycomb core

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transverse core specimen and complete failure occurs at~0.70. There is no significant increase in tensile

modulus in the transverse direction, as debonding oc-curs at the double-thickness walls (Fig. 3), where

(a) Compression tes�ng setup (b) Compressive behaviour of the honeycomb core

0 mm 2 mm 4 mm 6 mm 8 mm

10 mm 12 mm 14 mm 16 mm 18 mm (c) Deforma�on modes of the honeycomb core at different compression levels

Fig. 6 Through-thickness compression testing of the honeycomb core

(a) Orienta�on conven�on (b) Average fric�on coefficients in different orienta�ons

Fig. 7 Friction coefficientsbetween NCF fabric and core. Land T denote the longitudinal andthe transverse directions of thecore, respectively; Yand S denotethe yarn and the stitch directionsof the NCF on the contact surface;the pulling direction of the sled isthe reference direction (i.e. 0°); allof the numbers in these contactpairing codes are the angles indegrees with respect to thereference direction

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adjacent cardboard plies are glued together to producethe core architecture.

Shear testing

The through-thickness shear behaviour of the honey-comb core was tested according to ASTM C273(Fig. 5a). As shown in Fig. 5b, gradients of the stress-strain curves from three shear tests are consistent, indi-cating reproducibility of shear moduli derived from thetests. The average shear modulus is 1.56 MPa. Failureoccurred in the adhesive used to bond the core to thealuminium tabs during the tests, therefore the peakstress and strain in Fig. 5 are not representative of theultimate values of the core.

Through-thickness compression testing

The honeycomb core was tested in through-thickness compres-sion according to ASTM C365 (Fig. 6a). In the acquired stress-strain curves (Fig. 6b), a small linear region is present due to cellwall bending at low strains. This is followed by a long plateauregion where buckling of the cell walls occurs. Densificationbegins after 15 mm of crushing (i.e. 0.75 effective strain). At thispoint, the cell structure has fully collapsed (Fig. 6c), causing arapid increase in stress with further increase in strain. The 20mmthick core material characterised here can be compressed to afinal thickness of approximately 2 mm (i.e. 0.90 effective strain).The crush response of the material was tested at 3 different strainrates (1 mm/min, 10 mm/min, 50 mm/min). As no significant

difference was observed, it was concluded that the response israte insensitive (Fig. 6b).

Friction between materials

The friction between the core and the NCF skins was testedfollowing ASTM D1894, ISO8295. A 50 mm× 100 mm coresample was bonded to a moving sled using double-sided adhe-sive tape, while the NCF used in the skins was bonded to a staticaluminium table. The adhesive tape, NCF and core specimenwere replaced after every test. Friction coefficients were calculat-ed from the ratio of the tangential (pulling) force and the appliednormal force (10N, corresponding to a normal pressure of 2 kPa)during relative movement at a constant velocity (100 mm/min).The average value was calculated from five repeat tests for eachsurface pairing [25]. The friction behaviour does not depend onwhich face of the NCF is in contact with the honeycomb core, asthe pillar stitch pattern is identical on both faces of the NCF. Itdepends on the direction of relative displacement at the interface.Multiple orientations of NCF and core were tested. As shown inFig. 7, the coefficient of friction varies from 0.47 to 0.57 alongdifferent orientations of the core relative to the yarn direction ofthe NCF. However, the friction behaviour was assumed to beisotropic in the simulations, using an average value of 0.52.While this assumption may affect the precision of the simulationresults, it greatly reduces complexity since it enables the in-builtisotropic Coulomb friction model to be used in Abaqus/Explicit.Friction coefficients were previously obtained by the authors forother surface pairings, including 0.23 for tool-fabric contact and0.36 for tool-core contact [23–25].

XY

Z

XY

Z

XY

Z

XY

Z

XY

Z

Numerical material test Homogenisation

Unit cell Equivalentelement

Meso-scale model Macro-scale model(Formability/defect mechanism)

Correlation

(Formability/defect indicator)

Fig. 8 Multi-scale modelling of honeycomb core material

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Table 2 Comparison of modelling approaches material models for cellular core

Honeycomb coreDummy flange

Honeycomb coreDummy infill material

Honeycomb core

Model Deforma�on mode(through-thickness compression) CPU �me Converged

Mes

o-sc

ale

mod

el

OriginalView with rigid tools for loading

323.7 secNo

(Tool-core penetra�on)

Dummy flanges View with flange in place

164.9 sec Yes

Dummy infill material View with infill material removed

321.6 sec Yes

Mac

ro-s

cale

mod

el

Crushable foam model Homogenised deforma�on behaviour

4.1 sec Yes

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Core modelling

General considerations

The mechanical behaviour of the honeycomb core canbe modelled at multiple scales, as shown in Fig. 8. Atthe meso-scale, the architecture of the core can be rep-resented by a unit cell. The high geometrical fidelity ofthis model enables the deformation modes of the coreto be studied in detail, as the mechanical response isreplicated explicitly. However, simulations at this levelof detail are computationally expensive, and conse-quently the size of the structure that can be analysedis limited.

Alternatively, the core can be modelled at the macro-scale, where it is treated as a continuum and the mate-rial behaviour is homogenised. The macro-scale re-sponse should be equivalent to the correspondingmeso-scale model in terms of representative overall per-formance. It is important that the influence of the dif-ferent deformation modes is captured, such as bendingof the cell walls which contributes to the initial linearregion on the stress strain curve in Fig. 6b. Therefore,the meso-scale model was employed to identify whatmechanisms of core deformation (such as cell wallbending, cell wall buckling and densification in Fig. 6)occur during sandwich forming. These mechanisms were

then correlated with suitable macro-scale indicators(such as effective through-thickness strain) forformability.

The honeycomb core was constructed from a series ofshell elements at the meso-scale (S4R in Abaqus/Explicit)or continuum brick elements (C3D8R in Abaqus/Explicit)following homogenisation at the macro-scale. Since thewalls of the honeycomb core (properties as listed inTable 1) are perpendicular to the rigid surface in compres-sion, unrealistically high stress concentrations and contactpenetration occurred when the load was directly appliedto the meso-scale model. Consequently, the simulationfailed to converge (Table 2). Two methods were intro-duced to refine the contact behaviour to improve numer-ical stability, by increasing the surface area of the corematerial in contact with the tool and hence reducing localstresses. For the first method, dummy flanges were addedto the free edges of each cell wall. These were assigned amuch lower stiffness than the wall material, i.e. less than1.0% (Table 3), to limit their influence on the overall cellresponse. The second method used a dummy infill mate-rial to occupy the cell pores. The honeycomb structurewas embedded in to a so l id vo lume us ing the*EMBEDDED ELEMENT command in Abaqus/Explicit.Thus, contact with the skins was initiated at the solidsurfaces rather than the edges of the corresponding cellwalls. The infill material had the same overall dimensionsas the representative volume and the material propertieswere 1.0% of the homogenised core material (Table 3). Asmall fracture strain (0.010) was assigned for element de-letion to minimise additional resistance to buckling. Asshown in Table 2, both methods facilitate numerical con-vergence for meso-scale models, resulting in realistic de-formation modes during through-thickness compression.Moreover, effective stress-strain curves (Fig. 9) were ob-tained from through-thickness compression simulationsusing these meso-scale models. The results imply thatpredicted effective material properties are consistent withexperimental data. The shape of the stress-strain curvesindicates that the introduction of the dummy flanges orthe infill material does not significantly influence the ef-fective compressive behaviour of the core, but is suitableto overcome the difficulty with convergence of the origi-nal meso-scale model.

At the macro-scale, the core was modelled using acrushable foam model available in Abaqus/Explicit [35],which is suitable for modelling buckling of cell walls incompression. The macro-scale model only replicates theequivalent behaviour of the homogenised continuum anddoes not indicate detailed deformation behaviour.Experimentally determined data for the properties of thehoneycomb core in though-thickness and in-plane load-ings (Sections 3.1 to 3.3) were used as inputs for the

Fig. 9 Effective stress-strain curves from through-thickness compressionsimulation using different core models against experiment

Table 3 Material properties of dummy materials used in meso-scalemodels

Material Dummy flange Dummy infill material

Density 0.74 × 103 kg/m3 0.05 × 103 kg/m3

Young’s modulus 0.004 GPa 0.0003 GPa

Poisson’s ratio 0.21 0.0

Fracture strain 0.067 0.010

974 Int J Mater Form (2020) 13:967–980

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macro-scale model. Comparison of the overall averagedresponse in compression (Fig. 9) shows that the stress-strain curve for the macro-scale model is representativeof those determined experimentally and from the meso-scale models. The RMSE (Root Mean Square Error) ofthe simulated stress-strain curve from the macro-scalemodel is less than 5% compared to the experimentalcurve, indicating adequate agreement. The in-plane be-haviour of the core is less important, as the forming be-haviour of the sandwich assembly is dominated by theproperties of the fabric skins. As shown in Table 2,macro-scale models take much less time to converge thanequivalent meso-scale models.

Core bending

The meso-scale model was employed to investigatewhich mechanisms are relevant for different scenariosof forming a core with complex curvature. A hemi-spherical punch with 100 mm diameter was used incombination with a die with 144 mm diameter, asshown in Fig. 10. All parts of the tooling were definedas rigid bodies, including the punch, the die and theblank holder. The die and the blank holder were fixedduring forming, while a vertical displacement of thepunch simulated the 50 mm forming stroke. A penaltycontact algorithm was employed to define the interfacial

eliforptuc-noitceSweivtuc-noitceS

(a) Forming without blank holder

eliforptuc-noitceSweivtuc-noitceS(b) Forming with blank holder

Fig. 11 Comparison of different boundary conditions during hemisphere forming of the core (von Mises stress, scale in Pa)

Fig. 10 Schematic of corebending model using ahemispherical tool. The originaldimensions of the core were300 mm× 300 mm× 20 mm

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behaviour. An isotropic Coulomb friction model was used forthe tool-core contact, using a friction coefficient of 0.36.

In a first simulation, where the blank holder wasomitted, the central area of the core conformed to the

hemisphere (Fig. 11). Permanent through-thickness de-formation (i.e. crushing) was limited, since the corewas able to deform out-of-plane due to lack of con-straints in regions around the perimeter. Results indicate

Sec�on-cut view

Sec�on profile

(a) Simula�on

Formed configura�on

Forming test Sec�on-cut view

(b) Experiment

(Avg: 75%)SNEG, (fraction = −1.0)S, Mises

+6.966e+02+2.563e+07+5.126e+07+7.689e+07+1.025e+08+1.282e+08+1.538e+08+1.794e+08+2.050e+08+2.307e+08+2.563e+08+2.819e+08+3.076e+08

Fig. 12 Meso-scale analysis oflocal crushing core to producedifferent local thicknesses (vonMises stress, scale in Pa)

X

Y

Z

1st fibre

2nd fibrePillar stitch

Punch

Upper skin

Lower skin

Core (macro-scale model)Die

Fig. 13 Schematic of a FE modelof forming a generic component.The longitudinal direction of thepanel is along the x-axis, whilethe transverse direction is alongthe y-axis

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that, for this scenario, the formability of a core withcomplex curvature is primarily derived from core bend-ing at minimum local core compression.

The forming simulation was repeated with a blank holderto apply additional constraints during forming of the hemi-sphere. As shown in Fig. 11, the shape of the formed hemi-sphere is more defined when using a blank holder, as largeout-of-plane deformation is limited. As a result of the con-straints on core bending for this scenario, the level of corecrushing increases in areas in contact with the punch duringforming.

Core crushing

A meso-scale model was used to simulate the compressiveresponse of a cardboard core sample, which had dimensionsof 120 mm × 120 mm × 20 mm. Forming was investigatedusing an 80 mm× 80 mm square punch with a fillet (radius20 mm) at the edges. A 10 mm stroke (i.e. half of the corethickness) was applied in the thickness direction. The corewas compressed against a flat plate, where all tools weremodelled as rigid bodies.

As shown in Fig. 12, the cell walls buckle or fold aroundthe compression surface, which has a negligible effect on thecore material outside the punch area. Crushing starts at the topof the specimen in contact with the punch surface and propa-gates through the thickness towards the base of the specimen.Minimal crushing can be observed at the bottom surface. The

(Avg: 75%)NE, Max. Principal (Abs)

−0.950−0.762−0.575−0.387−0.200−0.012 0.175 0.363 0.550 0.738 0.925 1.112 1.300

X

Y

Z

X

Y

Z

(Avg: 75%)NE, Max. Principal (Abs)

−0.950−0.762−0.575−0.387−0.200−0.012 0.175 0.363 0.550 0.738 0.925 1.112 1.300

X

Y

Z

X

Y

Z

(Avg: 75%)NE, Max. Principal (Abs)

−0.950−0.762−0.575−0.387−0.200−0.012 0.175 0.363 0.550 0.738 0.925 1.112 1.300

X

Y

Z

X

Y

Z

(a) Ini�al: Itera�on 0

(b) Itera�on 5

(c) Op�mum: Itera�on 8

Fig. 14 Shape optimisation forsandwich panel forming. NE,Max, Principal (Abs) denotes theprincipal effective strain whosemagnitude is the maximum out ofthree

(a)

(b)

X

Y

Z

(Unit: deg.)Shear angle

−30.0−26.5−23.0−19.5−16.0−12.5− 9.0− 5.5− 2.0 1.5 5.0 8.5 12.0

Fig. 15 Manufactured component (a) and shear angle distribution ofNCF skins from simulation (b) for a generic component

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simulation results are in good agreement with the deformationmodes exhibited by test specimens (Fig. 12). These resultsshow that forming of a core to a shape with variable thicknessis related to core crushing and that in-plane deformation(draw-in) is negligible due to low in-plane stiffness of thecellular core.

Demonstrator forming simulation

Macro-scale model for demonstrator

A generic composite component was chosen to demonstratethe feasibility of forming sandwich panels into complexcurved configurations. As shown in Fig. 13, a set of matchedtools were modelled as rigid bodies, where the lower tool wasfixed and the upper tool was subjected to a displacement in thez-direction. A single-layer of FCIM359 NCF [24] (at ±45°relative to the x-axis) was positioned on both the top surfaceand bottom surface of the core to form a sandwich.

Shape optimisation

The macro-scale FE model described above was used to opti-mise the blank shape for the forming process. An initialforming simulation was run for a rectangular blank of dimen-sions 720 mm× 590 mm (initial thickness of the core 20 mm,thickness of the skins 0.4 mm), as illustrated in Fig. 14a. Intotal, 9 simulations were performed and excess material out-side of the final trim line on the formed component was re-moved iteratively. In each iteration, the fabric blank wastrimmed to the same shape as the core blank.

Forming-induced defects

Physical demonstrator components were manufactured to val-idate the simulation-based predictions (Fig. 15a). The predict-ed shear angles in the reinforcement of the sandwich skins(Fig. 15b) are in the range from −30° to 12°, which does notexceed the critical shear angles for onset of wrinkling (42° inpositive shear and − 50° in negative shear [23, 25]). Hence,simulations indicate that no out-of-plane wrinkling occurs ineither of the skins after forming.

As the skins are made from bi-directional NCF, fibres inonly one material direction are visible on each surface of thesandwich. Therefore, inter-fibre angles or shear angles cannotbe measured, and quantitative comparison with the simulationresults in terms of angles is not possible. However, observa-tions on the physical component indicate that there is no fabricwrinkling on the surfaces of the sandwich, which is in agree-ment with the prediction and implies that the inter-fibre anglesare not in the critical range for wrinkling.

A cross-section of the physical component was taken at anarbitrary position to identify other forming-induced issues. Itwas found that the top edges of the component in the thickestregion, i.e. the edges in the longitudinal direction appearingdark in Fig. 15a and Fig. 16a, consist of foamed resin only anddo not contain reinforcement. These resin rich regions arerelated to bridging of the fabric reinforcement in the concaveregions of the tool. During the forming process, the fabricskins are highly compressed in the thinnest regions of thecomponent, i.e. localised friction forces are high. As a result,high in-plane tensile forces occur in the fabric plies in theregion of lowest material compression. These forces preventthe fabric from conforming to the tool surface and cause thecore to crush locally, creating gaps along the edges of thegeometry which consequently fill with resin.

(a) Experiment

(b) Simula�on

Fig. 16 Section view of thesandwich panel from experimentand simulation

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The simulation results in Figs. 15b and 16b show theformed sandwich assembly, ignoring the effect of resin expan-sion and filling of the gaps between the mould surface andskins. The cross-sectional shape of the sandwich, includingthe locally crushed core, was predicted accurately in the sim-ulations, as shown in Fig. 16. This indicates that the relevantmechanisms of the forming process are reproduced in themacro-scale model, proving the suitability of this approach.

Conclusions

To simulate the process of forming sandwich panels comprisingcomposite skins and honeycomb cores into complex shapeswith variable thickness, FEmodels considering effects of shear-ing of the reinforcement skins, multi-axial deformation of thecore structure, and frictional effects at the interfaces were de-veloped. The behaviour of the core was modelled at two differ-ent scales. Predominant forming mechanisms and limits offormability were identified for different forming scenarios usinga meso-scale model, which was based on measured propertiesof the honeycomb cell walls. Results indicate that the formabil-ity for sandwich panels with complex curvature is primarilyderived from bending, if the core is free to deform, whereaslocal through-thickness crushing of the core becomes moreimportant in the presence of stronger constraints. As computa-tional costs are high, meso-scale models are only suitable forsimulations of sandwich panels of limited size. A macro-scalemodel was developed for simulation of larger components,implementing homogenised properties determined from a seriesof experiments on the honeycomb structure. Here, mechanicalfield variables were used to correlate deformation mechanismsobserved at the meso-scale. Forming of a flat sandwich panelblank into a generic 3D component was simulated at the macro-scale. The developed macro-scale FE model was employed tooptimise iteratively the blank shape for net-shape forming. Forthe optimum blank shape, predictions from the simulationswere compared with properties of a physical component.Simulation results were found to be accurate in predicting local-ised fibre bridging and poor conformity of the sandwich to thetool as well as fibre shear angles in the skins which are belowthe threshold for fabric wrinkling. This validation indicates thesuitability of the proposed modelling approach for industrialapplication.

Acknowledgements This work was funded by the Engineering andPhysical Sciences Research Council [Grant number: EP/P006701/1], aspart of the “EPSRC Future Composites Manufacturing Research Hub”.

Compliance with ethical standards

Conflict of interest The authors declare that they have no conflict ofinterest.

Open Access This article is distributed under the terms of the CreativeCommons At t r ibut ion 4 .0 In te rna t ional License (h t tp : / /creativecommons.org/licenses/by/4.0/), which permits unrestricted use,distribution, and reproduction in any medium, provided you give appro-priate credit to the original author(s) and the source, provide a link to theCreative Commons license, and indicate if changes were made.

References

1. PUR-CSM Technology, <https://www.hennecke.com/sites/default/files/downloads/purcsm_de_en.pdf>. Accessed July 2019

2. Bright Lite Structures, <https://www.blstructures.com/>. AccessedJuly 2019

3. Vehicle underbody structure with lightweight PU composite,<https://www.gupta-verlag.com/news/technology/9357/vehicle-underbody-structure-with-lightweight-pu-composite>. AccessedJuly 2019

4. BMS recommends polycarbonate core for PU sandwich compos-ites, <https://utech-polyurethane.com/news/bms-recommends-polycarbonate-core-for-pu-sandwich-composites/>. AccessedJuly 2019

5. Sloan, J., JEC World 2019 preview: Huntsmand, <https://www.compositesworld.com/products/jec-world-2019-preview-huntsman(2)>. Accessed July 2019

6. Automotive interior resin system, <https://www.materialstoday.com/composite-processing/products/automotive-interior-resin-system/>. Accessed July 2019

7. Lightweight parts interior, <https://koller-gruppe.de/en/lightweight-parts-interior/>. Accessed July 2019

8. Gordon Murray Design, <www.iStreamtechnology.co.uk>.Accessed June 2017

9. Pflug, J., EconCore, Composite Panels: Thermoplastic Solution forDemanding Applications, <http://www.econcore.com/en/products-applications/composite-panels>. Accessed June 2017

10. Cai Z-Y, Zhang X, Liang X-B (2018) Multi-point forming of sand-wich panels with egg-box-like cores and failure behaviors informing process: analytical models, numerical and experimentalinvestigations. Mater Des 160:1029–1041

11. Chen Z, Yan N, Sam-Brew S, Smith G, Deng J (2014) Investigationof mechanical properties of sandwich panels made of paper honey-comb core and wood composite skins by experimental testing andfinite element (FE) modelling methods. Eur J Wood Wood Prod72(3):311–319

12. Mozafari H, Khatami S, Molatefi H (2015) Out of plane crushingand local stiffness determination of proposed foam filled sandwichpanel for Korean tilting train eXpress–numerical study. Mater Des66:400–411

13. Gibson LJ, Ashby MF (1999) Cellular solids: structure and proper-ties. Cambridge university press

14. Foo C, Chai G, Seah L (2008) A model to predict low-velocityimpact response and damage in sandwich composites. ComposSci Technol 68(6):1348–1356

15. Petras A, Sutcliffe M (1999) Failure mode maps for honeycombsandwich panels. Compos Struct 44(4):237–252

16. Aktay L, Johnson AF, Holzapfel M (2005) Prediction of impactdamage on sandwich composite panels. Comput Mater Sci 32(3–4):252–260

17. Chawla A, Mukherjee S, Kumar D, Nakatani T, Ueno M (2003)Prediction of crushing behaviour of honeycomb structures. Int jcrashworthiness 8(3):229–235

18. Abrate S (1998) Impact on composite structures. CambridgeUniversity Press, Cambridge

979Int J Mater Form (2020) 13:967–980

Page 14: Simulation of the forming process for curved composite ...Composite sandwich panels offer high specific bending stiff-ness, delivering opportunities for lightweight design. However,

19. BurtonWS, Noor A (1997) Structural analysis of the adhesive bondin a honeycomb core sandwich panel. Finite Elem Anal Des 26(3):213–227

20. Dear J, Lee H, Brown S (2005) Impact damage processes in com-posite sheet and sandwich honeycomb materials. Int J Impact Eng32(1–4):130–154

21. Chen S, Endruweit A, Harper L, Warrior N (2015) Inter-plystitching optimisation of highly drapeable multi-ply preforms.Compos A: Appl Sci Manuf 71:144–156

22. Chen S, Harper L, Endruweit A, Warrior N (2015) Formabilityoptimisation of fabric preforms by controlling material draw-inthrough in-plane constraints. Compos A: Appl Sci Manuf 76:10–19

23. Chen S, McGregor O, Endruweit A, Elsmore M, De Focatiis D,Harper L, Warrior N (2017) Double diaphragm forming simulationfor complex composite structures. Compos A: Appl Sci Manuf 95:346–358

24. Chen S, McGregor O, Harper L, Endruweit A, Warrior N (2016)Defect formation during preforming of a bi-axial non-crimp fabricwith a pillar stitch pattern. Compos A: Appl Sci Manuf 91:156–167

25. Chen S, McGregor O, Harper L, Endruweit A, Warrior N (2018)Optimisation of local in-plane constraining forces in double dia-phragm forming. Compos Struct 201:570–581

26. Yu W-R, Harrison P, Long A (2005) Finite element forming simu-lation for non-crimp fabrics using a non-orthogonal constitutiveequation. Compos A: Appl Sci Manuf 36(8):1079–1093

27. Xue P, Peng X, Cao J (2003) A non-orthogonal constitutive modelfor characterizing woven composites. Compos A: Appl Sci Manuf34(2):183–193

28. Peng X, Cao J (2005) A continuum mechanics-based non-orthog-onal constitutive model for woven composite fabrics. Compos A:Appl Sci Manuf 36(6):859–874

29. Khan MA, Mabrouki T, Vidal-Sallé E, Boisse P (2010) Numericaland experimental analyses of woven composite reinforcementforming using a hypoelastic behaviour. Application to the doubledome benchmark. J Mater Process Technol 210(2):378–388

30. Boisse P, Hamila N, Helenon F, Hagege B, Cao J (2008) Differentapproaches for woven composite reinforcement forming simula-tion. Int J Mater Form 1(1):21–29

31. Boisse P, Aimène Y, Dogui A, Dridi S, Gatouillat S, Hamila N,Khan MA, Mabrouki T, Morestin F, Vidal-Sallé E (2010)Hypoelastic, hyperelastic, discrete and semi-discrete approachesfor textile composite reinforcement forming. Int J Mater Form3(2):1229–1240

32. Boisse P, Hamila N, Helenon F, Aimene Y, Mabrouki T (2007)Draping of textile composite reinforcements: continuous and dis-crete approaches. Adv Compos Lett 3(4):125–131

33. Cao J, Akkerman R, Boisse P, Chen J, Cheng H, De Graaf E,Gorczyca J , Harr i son P, Hivet G, Launay J (2008)Characterization of mechanical behavior of woven fabrics: experi-mental methods and benchmark results. Compos A: Appl SciManuf 39(6):1037–1053

34. Harrison P, Clifford MJ, Long A (2004) Shear characterisation ofviscous woven textile composites: a comparison between pictureframe and bias extension experiments. Compos Sci Technol 64(10–11):1453–1465

35. Dassault Systèmes, Abaqus (2016) Analysis User’s Guide. 2016

Publisher’s note Springer Nature remains neutral with regard to jurisdic-tional claims in published maps and institutional affiliations.

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