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    Anisotropic Nonlinear Elastic Model for Particulate Materials

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author:
    P.-Y. Hicher
    ,
    C. S. Chang
    DOI: 10.1061/(ASCE)1090-0241(2006)132:8(1052)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of an elastic model for particulate materials based on micromechanics considerations. A particulate material is considered as an assembly of particles. The stress–strain relationship for an assembly can be determined by integrating the behavior of the interparticle contacts in all orientations and using a static hypothesis which relates the average stress of the granular assembly to a mean field of particle contact forces. Hypothesizing a Hertz–Mindlin law for the particle contacts leads to an elastic nonlinear behavior of the particulate material, we were able to determine the elastic constants of the granular assembly based on the properties of the particle contacts. The numerical predictions, compared to the results obtained during experimental studies on different granular materials, show that the model is capable of taking into account both the influence of the inherent anisotropy and the influence of the stress-induced anisotropy for different stress conditions.
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      Anisotropic Nonlinear Elastic Model for Particulate Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52970
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    contributor authorP.-Y. Hicher
    contributor authorC. S. Chang
    date accessioned2017-05-08T21:28:40Z
    date available2017-05-08T21:28:40Z
    date copyrightAugust 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A8%281052%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52970
    description abstractThis paper presents the development of an elastic model for particulate materials based on micromechanics considerations. A particulate material is considered as an assembly of particles. The stress–strain relationship for an assembly can be determined by integrating the behavior of the interparticle contacts in all orientations and using a static hypothesis which relates the average stress of the granular assembly to a mean field of particle contact forces. Hypothesizing a Hertz–Mindlin law for the particle contacts leads to an elastic nonlinear behavior of the particulate material, we were able to determine the elastic constants of the granular assembly based on the properties of the particle contacts. The numerical predictions, compared to the results obtained during experimental studies on different granular materials, show that the model is capable of taking into account both the influence of the inherent anisotropy and the influence of the stress-induced anisotropy for different stress conditions.
    publisherAmerican Society of Civil Engineers
    titleAnisotropic Nonlinear Elastic Model for Particulate Materials
    typeJournal Paper
    journal volume132
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:8(1052)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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