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contributor authorChing S. Chang
contributor authorAnil Misra
contributor authorKofi Acheampong
date accessioned2017-05-08T22:36:44Z
date available2017-05-08T22:36:44Z
date copyrightAugust 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A8%281692%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83753
description abstractPerceiving granular material as a collection of particles, a constitutive law for granular material is derived based on a micromechanics approach, taking into account the mechanisms of sliding and separation of particles under large deformation. One of the major obstacles to account for the particle sliding associated with large deformation is the nonuniform strain field. In this paper, we tackle this problem by using a self‐consistent method to account for the heterogeneous field of strain. The micromechanical approach is described to illustrate the three levels of granular material, namely, representative unit, microelement and inter‐particle contact. The overall stress‐strain relationship is expressed in explicit terms of interparticle contact properties. The present theory is evaluated by comparing the predicted stress‐strain behavior of a granular packing with that obtained from computer simulation. The unique features of the present theory are discussed to show its usefulness in comprehensive modeling of complex behavior for granular material.
publisherAmerican Society of Civil Engineers
titleElastoplastic Deformation for Particulates with Frictional Contacts
typeJournal Paper
journal volume118
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:8(1692)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 008
contenttypeFulltext


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