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Rigid granular plasticity model and bifurcation in the triaxial test

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dc.contributor.author Vardoulakis, I en
dc.date.accessioned 2014-03-01T01:38:29Z
dc.date.available 2014-03-01T01:38:29Z
dc.date.issued 1983 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/22204
dc.subject Compression Test en
dc.title Rigid granular plasticity model and bifurcation in the triaxial test en
heal.type journalArticle en
heal.identifier.primary 10.1007/BF01181755 en
heal.identifier.secondary http://dx.doi.org/10.1007/BF01181755 en
heal.publicationDate 1983 en
heal.abstract Summary Diffuse and localized bifurcation modes in axisymmetric, rectilinear deformations on rigid-granular dilatant material are analyzed. Rigid-granular behavior is described by a Mohr-Coulomb, single-hardening, rigid-plastic model with non-associated flow rule. Diffuse bulging in the compression test and diffuse necking in the extension test are always possible in the vicinity of the plastic limiting state. Localizations in the compression test occur en
heal.journalName Acta Mechanica en
dc.identifier.doi 10.1007/BF01181755 en


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