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contributor authorMarek Klisinski
contributor authorKenneth Runesson
contributor authorStein Sture
date accessioned2017-05-08T22:36:13Z
date available2017-05-08T22:36:13Z
date copyrightMarch 1991
date issued1991
identifier other%28asce%290733-9399%281991%29117%3A3%28575%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83450
description abstractA new technique for modeling localized deformations within a softening band is described, where softening is attributed to a displacement discontinuity within an element. Concepts such as fracture strain are not included in the formulation of the model, and consequently nonlocal parameters such as internal length measures are not needed. It is shown that the shape functions within the element provide the necessary information normally given with internal length. In this manner, objectivity with regard to element configuration seems to be automatically satisfied, which is demonstrated by numerical studies in which Rankine failure criterion is employed. It is also noted that the displacement field rather than the strain field is additively decomposed into elastic and inelastic parts. This additivity is valid independently of the magnitude of displacement continuity in the softening band, which implies that the technique can be extended in a straight‐forward fashion to finite displacements.
publisherAmerican Society of Civil Engineers
titleFinite Element with Inner Softening Band
typeJournal Paper
journal volume117
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1991)117:3(575)
treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 003
contenttypeFulltext


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