TY - JOUR
T1 - Higher-order theory for periodic multiphase materials with inelastic phases
AU - Aboudi, Jacob
AU - Pindera, Marek Jerzy
AU - Arnold, Steven M.
N1 - Funding Information:
This research was conducted under funding through the NASA-Glenn Grant NAG3–2524. The authors gratefully acknowledge the contribution of Mr. Daniel Butler of the Civil Engineering Department at the University of Virginia who generated the finite-element results presented in Figs. 14 and 16 .
PY - 2003/6
Y1 - 2003/6
N2 - An extension of a recently-developed linear thermoelastic theory for multiphase periodic materials is presented which admits inelastic behavior of the constituent phases. The extended theory is capable of accurately estimating both the effective inelastic response of a periodic multiphase composite and the local stress and strain fields in the individual phases. The model is presently limited to materials characterized by constituent phases that are continuous in one direction, but arbitrarily distributed within the repeating unit cell which characterizes the material's periodic microstructure. The model's analytical framework is based on the homogenization technique for periodic media, but the method of solution for the local displacement and stress fields borrows concepts previously employed by the authors in constructing the higher-order theory for functionally graded materials, in contrast with the standard finite-element solution method typically used in conjunction with the homogenization technique. The present approach produces a closed-form macroscopic constitutive equation for a periodic multiphase material valid for both uniaxial and multiaxial loading. The model's predictive accuracy in generating both the effective inelastic stress-strain response and the local stress and inelastic strain fields is demonstrated by comparison with the results of an analytical inelastic solution for the axisymmetric and axial shear response of a unidirectional composite based on the concentric cylinder model and with finite-element results for transverse loading.
AB - An extension of a recently-developed linear thermoelastic theory for multiphase periodic materials is presented which admits inelastic behavior of the constituent phases. The extended theory is capable of accurately estimating both the effective inelastic response of a periodic multiphase composite and the local stress and strain fields in the individual phases. The model is presently limited to materials characterized by constituent phases that are continuous in one direction, but arbitrarily distributed within the repeating unit cell which characterizes the material's periodic microstructure. The model's analytical framework is based on the homogenization technique for periodic media, but the method of solution for the local displacement and stress fields borrows concepts previously employed by the authors in constructing the higher-order theory for functionally graded materials, in contrast with the standard finite-element solution method typically used in conjunction with the homogenization technique. The present approach produces a closed-form macroscopic constitutive equation for a periodic multiphase material valid for both uniaxial and multiaxial loading. The model's predictive accuracy in generating both the effective inelastic stress-strain response and the local stress and inelastic strain fields is demonstrated by comparison with the results of an analytical inelastic solution for the axisymmetric and axial shear response of a unidirectional composite based on the concentric cylinder model and with finite-element results for transverse loading.
KW - Elastic-plastic materials
KW - Fibre-reinforced composite materials
KW - Higher-order theory
KW - Micromechanical modeling
UR - http://www.scopus.com/inward/record.url?scp=0037409355&partnerID=8YFLogxK
U2 - 10.1016/S0749-6419(02)00007-4
DO - 10.1016/S0749-6419(02)00007-4
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AN - SCOPUS:0037409355
SN - 0749-6419
VL - 19
SP - 805
EP - 847
JO - International Journal of Plasticity
JF - International Journal of Plasticity
IS - 6
ER -