1997
DOI: 10.1016/s0065-2156(08)70321-1
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Nonlinear Composites

Abstract: Minisymposium 2 s21 MOLINARI, A; EL-HOUDAIGUI, F.; T~T H , L.S. Comparison of the tangent model predictions to finite element results for the solution of the inclusion problem in viscoplasticityUsing the tangent viscoplastic model ojMolinari, Canova and Ah@ (1387) in its general anisotropicjonnu lation, the strain localisation behaviour 4 spherical inclusions is examined j i r the case oj von Mises &be viscopiastic mep. The obtained results are compared to the finite element results 4 Gilormini and Germain (1… Show more

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Cited by 543 publications
(344 citation statements)
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“…The variational estimate of Ponte-Castañeda and Suquet [38][39][40][41][42][43], adapted and simplified for the monotonic uniaxial deformation of (incompressible) non-linear microcellular materials [6,44,45], allows an estimation of the in-situ stress-strain curves of the metal within the foams, knowing the relative density V m , the Young's modulus scaling law, and the uniaxial flow curve of the microcellular metal. The calculation is detailed in Appendix A. metal within these samples: as seen, the variational estimate collapses stress-strain curves of the five variously dense microcellular metal samples (Fig.…”
Section: Scaling Of the Flow Stressmentioning
confidence: 99%
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“…The variational estimate of Ponte-Castañeda and Suquet [38][39][40][41][42][43], adapted and simplified for the monotonic uniaxial deformation of (incompressible) non-linear microcellular materials [6,44,45], allows an estimation of the in-situ stress-strain curves of the metal within the foams, knowing the relative density V m , the Young's modulus scaling law, and the uniaxial flow curve of the microcellular metal. The calculation is detailed in Appendix A. metal within these samples: as seen, the variational estimate collapses stress-strain curves of the five variously dense microcellular metal samples (Fig.…”
Section: Scaling Of the Flow Stressmentioning
confidence: 99%
“…The rationale behind this assumption is that (i) the Von Mises stress is the simplest scalar measure of stress driving dislocation motion in complex three-dimensional stress fields and (ii) σ eff is used, in the variational estimate, to deduce the appropriate matrix secant modulus that serves to derive the instantaneous non-linear deformation state in the metal making the foam [42,43].…”
Section: Appendix a -Estimating The Metal In-situ Flow Curve From Thamentioning
confidence: 99%
“…Improved bounds for nonlinear composites were obtained by Willis [126] for nonlinear dielectrics, Ponte Castañeda and Willis [127] for two-phase random composites made of nonlinearly viscous phases, Suquet [128] for power-law composites, Olson [129] for perfectly plastic composites, and Talbot and Willis [130] for general classes of nonlinear composites. A significant development took place with the derivation of a nonlinear variational principle by Ponte Castañeda et al [131][132][133][134][135] to estimate the effective property of nonlinear incompressible and compressible composites, and in particular, composites made of a ductile and a brittle phase, based on the corresponding linear properties with the same microstructural distribution of phases. Later, exact second-order estimates were established by Ponte Castañeda [136].…”
Section: Introductionmentioning
confidence: 99%
“…To this end, the meso-scale BVP is defined on a Representative Volume Element (RVE), which represents the micro-structure and the micro-structural behavior in a statistically representative way. The homogenization process on the RVE can be conducted in a semi-analytical way, as for the mean-field-homogenization method for which the average phase-fields of the meso-scale problem are considered in order to derive the macro-response, see for example [10][11][12] for a state-of-the-art review. The mesoscale BVP can also be solved, for more general constitutive behaviors and microstructures, in a numerical way by using a voxelization of the micro-structure as in the Fast-Fourier-Transform method introduced in [13] or a finite element discretization of the micro-structure as in the computational homogenization, also called FE 2 , method.…”
Section: Introductionmentioning
confidence: 99%