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    Prediction of Plastic Localization Using MRS‐Lade Model

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Dunja Perić
    ,
    Kenneth Runesson
    ,
    Stein Sture
    DOI: 10.1061/(ASCE)0733-9410(1993)119:4(639)
    Publisher: American Society of Civil Engineers
    Abstract: Conditions for plastic localization, in terms of the possibility for discontinuous bifurcations of the incremental strain rate field, are given for the MRS‐Lade model. The susceptibility to bifurcation is examined along various loading paths for the selected medium dense sand. It is shown that the stress states that are achieved in the conventional triaxial compression (CTC) test are the least susceptible to bifurcation, since there will be no possibility for bifurcation throughout the entire loading history (including hardening and softening regions). Contrasting this behavior, plane strain states (PSA and PSP) admit a possibility for bifurcation already in the hardening regime. Consequently, it is expected that accurate predictions of the global load‐displacement response for specimens loaded under plane strain conditions cannot be obtained at the constitutive level, where it is assumed that the state of deformation is homogeneous.
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      Prediction of Plastic Localization Using MRS‐Lade Model

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/21249
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    contributor authorDunja Perić
    contributor authorKenneth Runesson
    contributor authorStein Sture
    date accessioned2017-05-08T20:36:54Z
    date available2017-05-08T20:36:54Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A4%28639%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21249
    description abstractConditions for plastic localization, in terms of the possibility for discontinuous bifurcations of the incremental strain rate field, are given for the MRS‐Lade model. The susceptibility to bifurcation is examined along various loading paths for the selected medium dense sand. It is shown that the stress states that are achieved in the conventional triaxial compression (CTC) test are the least susceptible to bifurcation, since there will be no possibility for bifurcation throughout the entire loading history (including hardening and softening regions). Contrasting this behavior, plane strain states (PSA and PSP) admit a possibility for bifurcation already in the hardening regime. Consequently, it is expected that accurate predictions of the global load‐displacement response for specimens loaded under plane strain conditions cannot be obtained at the constitutive level, where it is assumed that the state of deformation is homogeneous.
    publisherAmerican Society of Civil Engineers
    titlePrediction of Plastic Localization Using MRS‐Lade Model
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:4(639)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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