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contributor authorHoward L. Schreyer
contributor authorZ. Chen
date accessioned2017-05-08T23:21:40Z
date available2017-05-08T23:21:40Z
date copyrightDecember, 1986
date issued1986
identifier issn0021-8936
identifier otherJAMCAV-26274#791_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100670
description abstractThe relationship between material softening and structural softening is investigated through the use of a model problem in one dimension. If the size of the softening zone is large the structural softening response is stable under displacement-prescribed loading. For a small size, the softening response is unstable and the loading regime is sensitive to imperfections in stiffness. A nonlocal constitutive equation in which the limit stress is a function of strain and strain gradient is introduced to provide an approach for simulating softening with localization. Implications for the numerical modeling of softening phenomena are given.
publisherThe American Society of Mechanical Engineers (ASME)
titleOne-Dimensional Softening With Localization
typeJournal Paper
journal volume53
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3171860
journal fristpage791
journal lastpage797
identifier eissn1528-9036
keywordsComputer simulation
keywordsDimensions
keywordsStress
keywordsDisplacement
keywordsEquations
keywordsGradients AND Stiffness
treeJournal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004
contenttypeFulltext


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