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    Study of Two‐Surface Plasticity Theory

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 010
    Author:
    Wei Jiang
    DOI: 10.1061/(ASCE)0733-9399(1994)120:10(2179)
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates how the two‐surface plasticity theory predicts material behavior under nonproportional loading conditions. Closed‐form solutions are found for a thin‐walled tube subjected to combined internal pressure and axial load, and the tube response under cyclic linear stress paths is discussed. The investigation shows that according to the two‐surface plasticity theory, the response of the material will stabilize immediately during the first 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 yielding a constant plastic strain growth rate. As a result, the two‐surface plasticity theory predicts that under any cyclic linear loading conditions, the response of the material can always be ratchetting, with no possibility of shakedown of any kind, which violates those aspects of material behavior that are generally deemed essential.
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      Study of Two‐Surface Plasticity Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83954
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    contributor authorWei Jiang
    date accessioned2017-05-08T22:37:06Z
    date available2017-05-08T22:37:06Z
    date copyrightOctober 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A10%282179%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83954
    description abstractThis paper investigates how the two‐surface plasticity theory predicts material behavior under nonproportional loading conditions. Closed‐form solutions are found for a thin‐walled tube subjected to combined internal pressure and axial load, and the tube response under cyclic linear stress paths is discussed. The investigation shows that according to the two‐surface plasticity theory, the response of the material will stabilize immediately during the first 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 yielding a constant plastic strain growth rate. As a result, the two‐surface plasticity theory predicts that under any cyclic linear loading conditions, the response of the material can always be ratchetting, with no possibility of shakedown of any kind, which violates those aspects of material behavior that are generally deemed essential.
    publisherAmerican Society of Civil Engineers
    titleStudy of Two‐Surface Plasticity Theory
    typeJournal Paper
    journal volume120
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:10(2179)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 010
    contenttypeFulltext
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