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contributor authorE. Rizzi
contributor authorI. Carol
contributor authorK. Willam
date accessioned2017-05-08T22:37:35Z
date available2017-05-08T22:37:35Z
date copyrightApril 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A4%28541%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84224
description abstractThe present paper extends the results of discontinuous bifurcation analysis of elastoplastic solids to materials that exhibit elastic degradation. As a starting point, the concepts of elastic degradation are formulated in terms of a secant relationship, a threshold function, and an elastic stiffness degradation rule. Differentiation of the secant law renders the governing tangent operator for both stress- or strain-based formulations of elastic degradation. Scalar- and tensor-valued proposals in continuum damage mechanics are particular cases of this unified formulation of elastic degradation, when a reduced set of damage variables is considered. The traditional (1 −
publisherAmerican Society of Civil Engineers
titleLocalization Analysis of Elastic Degradation with Application to Scalar Damage
typeJournal Paper
journal volume121
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:4(541)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004
contenttypeFulltext


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