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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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