TECHNICAL PAPERS
Mar 1, 1997

Effective Elastoplastic Algorithms for Ductile Matrix Composites

Publication: Journal of Engineering Mechanics
Volume 123, Issue 3

Abstract

A three-dimensional computational algorithm is proposed to implement the micromechanical framework derived by the writers. The proposed formulation is capable of predicting effective elastoplastic behavior of two-phase particle reinforced ductile matrix composites (PRDMCs) containing may randomly dispersed interacting elastic spheres. A strain-driven algorithm is presented to determine the stress for a given strain by using the two-step operator splitting methodology applicable to any arbitrary loading and unloading histories. Furthermore, continuum and consistent tangent moduli are derived in closed form to facilitate the assembly of the global tangent stiffness. Extension is also made to predict effective rate-dependent elasto-viscoplastic behavior of particle-reinforced ductile matrix composites. Finally, finite-element implementation and numerical examples are presented.

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References

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Duvaut, G., and Lions, J. L. (1972). Les Inequations en Mechanique et en Physique.” Dunod, Paris, France (in French).
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Ju, J. W., and Chen, T. M.(1994b). “Effective elastic moduli of two-phase composites containing randomly dispersed spherical inhomogeneities.”Acta Mechanica, 103, 123–144.
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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 123Issue 3March 1997
Pages: 260 - 266

History

Published online: Mar 1, 1997
Published in print: Mar 1997

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Authors

Affiliations

J. W. Ju, Member, ASCE,
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Los Angeles, CA 90095-1593.
K. H. Tseng
Post-Doctoral Res. Fellow, Dept. of Civ. and Envir. Engrg., Univ. of California, Los Angeles, CA.

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