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    Elastoplastic Deformation for Particulates with Frictional Contacts

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 008
    Author:
    Ching S. Chang
    ,
    Anil Misra
    ,
    Kofi Acheampong
    DOI: 10.1061/(ASCE)0733-9399(1992)118:8(1692)
    Publisher: American Society of Civil Engineers
    Abstract: Perceiving 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.
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      Elastoplastic Deformation for Particulates with Frictional Contacts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83753
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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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