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    Numerical Assessment of the Influence of End Conditions on Constitutive Behavior of Geomaterials

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 006
    Author:
    Boris Jeremić
    ,
    Zhaohui Yang
    ,
    Stein Sture
    DOI: 10.1061/(ASCE)0733-9399(2004)130:6(741)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we investigate the behavior of elastic–plastic specimens during testing in a triaxial apparatus. In particular, an investigation of the influence of a number of imperfections on the observed behavior of a specimen is performed. To this end, we present influences of end platen friction, end platen inclinations, and the shape of specimen on what we broadly understand by “constitutive behavior.” We investigate the issues related to the constitutive as opposed to boundary value behavior or elastic–plastic specimens. We present a number of examples to illustrate the differences between different types of response, which are usually, and wrongly, just called the constitutive behavior.
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      Numerical Assessment of the Influence of End Conditions on Constitutive Behavior of Geomaterials

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    contributor authorBoris Jeremić
    contributor authorZhaohui Yang
    contributor authorStein Sture
    date accessioned2017-05-08T22:40:25Z
    date available2017-05-08T22:40:25Z
    date copyrightJune 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A6%28741%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85939
    description abstractIn this paper, we investigate the behavior of elastic–plastic specimens during testing in a triaxial apparatus. In particular, an investigation of the influence of a number of imperfections on the observed behavior of a specimen is performed. To this end, we present influences of end platen friction, end platen inclinations, and the shape of specimen on what we broadly understand by “constitutive behavior.” We investigate the issues related to the constitutive as opposed to boundary value behavior or elastic–plastic specimens. We present a number of examples to illustrate the differences between different types of response, which are usually, and wrongly, just called the constitutive behavior.
    publisherAmerican Society of Civil Engineers
    titleNumerical Assessment of the Influence of End Conditions on Constitutive Behavior of Geomaterials
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:6(741)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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