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contributor authorWei Jiang
date accessioned2017-05-08T23:53:40Z
date available2017-05-08T23:53:40Z
date copyrightJanuary, 1997
date issued1997
identifier issn0094-4289
identifier otherJEMTA8-26982#20_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/118809
description abstractThis paper obtains a closed-form general solution to the two-surface plasticity theory for linear stress paths. The simple two-surface model is discussed first. It is shown that according to this model, the response of the material stabilizes immediately during the first loading cycle. That is, the memory surface reaches its maximum size with a radius equal to the maximum effective stress and then remains unchanged thereafter, while the yield center translates along a line parallel to the stress path, thus always leading to a constant plastic strain growth rate. As a result, the model predicts that under any cyclic linear loading conditions, the material response can always be ratchetting, with no possibility of shakedown of any kinds, which violates those aspects of material behavior that are generally deemed essential in constitutive modeling. The general two-surface theory is also discussed in this paper, and some comments are made.
publisherThe American Society of Mechanical Engineers (ASME)
titleA General Solution to the Two-Surface Plasticity Theory
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.2805968
journal fristpage20
journal lastpage25
identifier eissn1528-8889
keywordsPlasticity
keywordsStress
keywordsModeling AND Cycles
treeJournal of Engineering Materials and Technology:;1997:;volume( 119 ):;issue: 001
contenttypeFulltext


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