MODELLING THE THERMOELASTIC PROPERTIES OF SHORT FIBRE COMPOSITES WITH ANISOTROPIC PHASES

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MODELLING THE THERMOELASTIC PROPERTIES OF SHORT FIBRE COMPOSITES WITH ANISOTROPIC PHASES P.J.Hine*, C.D.Price*, B.Whiteside $, A.M.Cunha # and I.M.Ward* * - IRC in Polymer Science and Technology, University of Leeds, Leeds, LS2 9JT, UK * - IRC in Polymer Science and Technology, University of Bradford, Bradford,, UK # - Department of Polymer Engineering, Universidada Do Minho, Campus Azurem, 4800-058, Portugal COMPTEST 2004

MOTIVATION STRUCTURE PROPERTY INVESTIGATIONS IN FIBRE REINFORCED POLYMERS Injection moulding Complicated shapes and a fast/cheap process Add short fibre reinforcement Enhanced stiffness and strength but anisotropic properties Challenges Reliable models for predicting composite properties + prediction of fibre orientation due to processing Computer aided component design and material optimisation

MOTIVATION Themes Development of analytical models for predicting elastic and thermoelastic properties Use of FE techniques to validate/tune analytical models (ETH/Leeds) P.J.Hine, H.R.Lusti and A.A.Gusev, Comp. Sci and Tech., 2002, 62, 1445-1453. Compare with actual manufactured components of increasing complexity and with anisotropy in both phases (requires complete description of the orientation structure and phase properties and measurement of mechanical properties). FE model: 100 fibres: periodic boundaries Carbon fibre/lcp ribbed box

MODELLING APPROACHES ANALYTICAL Prediction of elastic properties is split into two components. FINITE ELEMENT Prediction of elastic properties is carried out in one process. + UNIT AGGREGATE

FE MODELLING APPROACH Finite element based approach of Gusev 100/250 sphero-cylinders required for reliable predictions depending on the orientation state. Monte Carlo techniques used to generate random microstructures. Periodic boundary conditions used. 1 MESHING Periodic morphology adaptive meshing tetrahedra based quality refinement typically 3 million nodes random microstructures X

ISOTROPIC/ANISOTROPIC FIBRE + ISOTROPIC MATRIX

ANISOTROPIC FIBRE/ISOTROPIC MATRIX Tandon/Weng Based on Eshelby (equivalent inclusion method) and Mori Tanaka (average stress theory). Can cope with anisotropic fibres (modification by Qui and Weng). 1 Inside elliptical inclusion stress/strain are constant. E11 (GPa) 12 10 8 6 4 2 0 0 5 10 15 20 25 30 35 Volume fraction (%) ETH H/Tsai T/Weng Cox/Wilc 0.8 0.6 v23 0.4 The best model for the prediction of elastic properties of the unit is that of Tandon and Weng. 0.2 0.0 0 5 10 15 20 25 30 Volume fraction (%) ETH H/Tsai ( =1) H/Tsai ( =2) T/Weng Cox/Wilc Y. P. Qiu, G. J. Weng, J. Engng. Sci. 1990, 28, 1121. Halpin-Tsai doesn t capture the physics

ANISOTROPIC FIBRE/ISOTROPIC MATRIX The best model for the prediction of thermal expansion properties of the unit is that of Levin (Christensen/Rosen). This is based on the elastic and thermal properties of the phases and the elastic properties of the unit. ( 1) α i α k α ( 2 ) ( 1) 2 ( k )( S kl S ( ) kl ) 1 S S ( 2 ) 2 = ( ) + α li li i ( ) where subscripts 1 and 2 stand for the fibre and matrix phases V. M. Levin, Mech. Tverd. Tela 1968, 88, 25. R.M. Christensen, Mechanics of Composite Materials, Krieger Publishing Company, Mala-bar, Florida, 1991 B.W. Rosen and Z. Hashin, International Journal of Engineering Science 1970, 8, 157-173.

ANISOTROPIC FIBRE/ISOTROPIC MATRIX Aligned fibres, Fixed volume fraction (15%) isotropic phases Fibre length distribution (diameter = 10) E11 (GPa) 12 10 8 6 4 0 10 20 30 40 50 Aspect ratio Results determined using a single aspect ratio 1 Modulus E33 (GPa) 13 12 11 10 9 8 Single value to match distribution Distribution of lengths Single length results Number Average L N Weight Average L W Skewed Average L S RMS Average L RMS 36.6 ± 2.5 38.8 45.4 41.9 33.2 Frequency 5000 4000 3000 2000 1000 0 0 200 400 600 800 1000 1200 Fibre length (microns) 7 20 25 30 35 40 45 50 Aspect ratio - all fibres <a> <1/a> -1 <a 2 > -1/2 The best measure for the fibre length is the number average length.

ANISOTROPIC FIBRE/ISOTROPIC MATRIX σ ε ij ij = C ε Longitudinal Modulus E 11 = S ijkl ijkl σ kl kl 12 10 Modulus (GPa) 8 6 4 1 2 CONSTANT STRAIN (Average C s) OR CONSTANT STRESS (Average S s) 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 <cos 2 θ> Longitudinal thermal expansion α 1 FE full constant strain constant stress 100 Brody H and Ward IM. Polymer Engineering and Science 1971;11:139-151. C.W. Camacho and C.L. Tucker III Polymer Composites 1990, 11, 229-239. Thermal expansion x10-6 K -1 80 60 40 20 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 <cos 2 θ> ETH ETH unit - strain ETH unit - stress

ANISOTROPIC FIBRE/ISOTROPIC MATRIX Modulus (GPa) 10 9 8 7 6 5 4 3 2 1 Transverse modulus E 22 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 <cos 2 θ> ETH Constant strain Constant stress 4 3.5 Carbon fibres/pp E 11 Carbon 370GPa α 1 Carbon -1.3e -6 K -1 E 11 PP 2.28GPa α 1 PP 117e -6 K -1 Shear Modulus G 12 Poissons ratio 1 0.8 0.6 0.4 0.2 Poissons ratio ν 21 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 <cos 2 θ> ETH Constant strain Constant stress 1 Modulus (GPa) 3 2.5 2 1.5 1 0.5 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.1 <cos 2 θ> ETH Constant strain Constant stress The best approach determining the aggregate properties is to use the tensor averaging approach and a constant strain prediction

ANISOTROPIC FIBRE + ANISOTROPIC MATRIX?

SAMPLES AND MATERIALS 1 2 3 4 Description Carbon fibre filled Nylon Unfilled LCP Glass fibre filled LCP Carbon fibre filled LCP Grade Solvay IXEF 300/6/9019 Hoechst Celanese Ticona B950 Hoechst Celanese Ticona B130 Fibre Anisotropic Isotropic Anisotropic Matrix Isotropic Anisotropic Anisotropic Anisotropic Weight fraction 30% 30% 30% Injection moulded dumbbells made by the University of Minho Materials 1,2,3,4 Injection moulded demonstrator component made by the University of Bradford Material 4 Picture of dumbbell

MEASURING FIBRE ORIENTATION 1 2 θ φ 2 φ φ = 0 3 2b 2a 3 φ = 90 Definition of the orientation angles θ and φ Best technique for measuring fibre orientation (when fibre diameters ~µm s) is from polished 2D sections taken from the composite. b θ = cos 1 a Calculation of θ and φ from the fibre elliptical footprint

RESULTS - DUMBBELL Injection moulded dumbbell Carbon/Nylon Theoretical predictions Fully aligned fibres Infinite fibre length Fully aligned fibres AR=25 (measured) Actual alignment AR = 25 Experimentally measured E 11 GPa 49.9 25.8 21.8 23.9 E 22 GPa 3.24 3.21 4.15 3.60 α 1 X 10-6 K -1 1.92 4.56 7.25 5.50 α 2 X 10-6 K -1 80.7 79.6 67.4 60.0 Volume fraction 0.21 Aspect ratio 25 <cos 2 θ> 0.856 <cos 4 θ> 0.820 Dumbbells are transversely isotropic A full description of the carbon fibre properties is difficult to obtain. Within these constraints the agreement is excellent. The correction for finite length is more important than for misalignment.

RESULTS - DUMBBELL Injection moulded dumbbell Glass/LCP Predictions of the fully aligned unit Analytical FE E 11 GPa 33.9 33.8 E 22 GPa 2.01 2.34 ν 12 0.427 0.421 ν 23 G GPa 12 0.686 0.642 1.63 1.90 α 1 x 10-6 K -1-1.04-0.9 α 2 x 10-6 K -1 63.2 61.9 Confirms analytical approach gives excellent agreement with FE predictions T. Mura, Mechanics of Elastic and Inelastic Solids. 1982, The Hague: Nijhoff.

RESULTS - DUMBBELL Injection moulded dumbbell Glass/LCP Composite Theory Measured E 11 GPa 29.1 25.6 E 22 GPa 2.86 1.95 α 1 x 10-6 K -1-1.20-0.43 α 2 x 10-6 K -1 55 60 Volume fraction Aspect ratio <cos 2 θ> <cos 4 θ> 0.19 25 0.904 0.865

RESULTS - DUMBBELL Injection moulded dumbbell Carbon/LCP Fully aligned fibres Infinite fibre length Fully aligned fibres AR=25 (measured) Actual alignment AR = 25 Experimentally measured E 11 GPa 74.6 62.7 51.73 43.2 E 22 GPa 2.09 2.09 2.54 2.45 α 1 X 10-6 K -1-1.65-1.89-5.0-1.0 α 2 X 10-6 K -1 60.9 61.0 58.2 49.0 Volume fraction 0.21 Aspect ratio 25 <cos 2 θ> 0.856 <cos 4 θ> 0.820 Dumbbells are transversely isotropic A full description of the carbon fibre properties is difficult to obtain. Within these constraints the agreement is excellent. The correction for misalignment is more important than fibre length for this material.

RESULTS RIBBED BOX Injection moulded dumbbell Carbon/LCP

RESULTS RIBBED BOX Injection moulded ribbed box - Carbon/LCP Measured cos 2 θ 1 cos 2 θ 2 0.675 ± 0.029 0.157 ± 0.020 cos 2 θ 3 0.168 ± 0.028 sin 2 θ 0.325 ± 0.029 sin 2 θcos 2 θ cos 4 θ sin 4 θ cos 4 φ Cos 2 φ 0.141 ± 0.004 0.534 ± 0.030 0.185 ± 0.028 0.404 ± 0.033 0.516 ± 0.032 3 sin 4 θcos 4 φ sin 2 θcos 2 φ sin 4 θcos 2 φ 0.075 ± 0.021 0.168 ± 0.028 0.096 ± 0.023 1 2 sin 2 θcos 4 φ 0.132 ± 0.026 Results averaged for Ribs 1,2,3 at B and C

RESULTS RIBBED BOX Injection moulded ribbed box - Carbon/LCP Best analytical Measured Matrix = fibre orientation Isotropic matrix orientation E 11 GPa 25 ± 2 29.7 ± 1.7 24.2 ± 1.4 α 1 x 10-6 K -1-0.9 ± 1.8-5.02 ± 0.25 1.25 ± 0.1 α 2 x 10-6 K -1 52 ± 3 37.5 ± 1.9 31.9 ± 1.6 Volume fraction Aspect ratio 0.21 40.2 Longitudinal stiffness and thermal expansion best predicted by an isotropic LCP matrix and misoriented fibres for the rib. Even better agreement could be possible if the matrix orientation was measured directly by X ray scattering.

MODELLING STRATEGY UNIT AGGREGATE Fibre Matrix Elastic Thermal Expansion Elastic Thermal expansion Isotropic Glass Isotropic Qui and Weng Eshelby Christensen Camacho + Tucker Camacho + Tucker Anisotropic Carbon Isotropic Qui and Weng Eshelby Christensen Camacho + Tucker Camacho + Tucker Isotropic Glass Anisotropic LCP Qui and Weng Mura Christensen Camacho + Tucker Camacho + Tucker Anisotropic Carbon Anisotropic LCP Qui and Weng Mura Christensen Camacho + Tucker Camacho + Tucker Y. P. Qiu, G. J. Weng, J. Engng. Sci. 1990, 28, 1121. T. Mura, Mechanics of Elastic and Inelastic Solids. 1982, The Hague: Nijhoff R.M. Christensen, Mechanics of Composite Materials, Krieger Publishing Company, Mala-bar, Florida, 1991 C.W. Camacho and C.L. Tucker III, Polymer Composites 1990, 11, 229-239.