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    A General Solution to the Two-Surface Plasticity Theory

    Source: Journal of Engineering Materials and Technology:;1997:;volume( 119 ):;issue: 001::page 20
    Author:
    Wei Jiang
    DOI: 10.1115/1.2805968
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This 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.
    keyword(s): Plasticity , Stress , Modeling AND Cycles ,
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      A General Solution to the Two-Surface Plasticity Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/118809
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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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