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    Shakedown Analysis of Hollow Spheres

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007
    Author:
    Wei Jiang
    DOI: 10.1061/(ASCE)0733-9399(1994)120:7(1447)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a detailed investigation of the shakedown behavior of thick‐walled hollow spheres subjected to cyclic temperature and sustained internal and external pressures. It is found that under sustained and cyclic loadings, the steady states can always be attained for kinematic hardening materials, and the shakedown mode is usually determined by the response during the first cycle. A program is thus developed to determine the mode of the response and the interaction diagram. Then, various steady‐state solutions can be derived following the elastic‐plastic deformation patterns using the general formulation and the incremental method developed in another paper published by Jiang in 1994. Based on a thorough study of the hollow‐sphere behavior, we find that nine different kinds of response are possible. The steady‐state solutions for all these cases are discussed and given in this paper.
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      Shakedown Analysis of Hollow Spheres

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    contributor authorWei Jiang
    date accessioned2017-05-08T22:37:17Z
    date available2017-05-08T22:37:17Z
    date copyrightJuly 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A7%281447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84087
    description abstractThis paper presents a detailed investigation of the shakedown behavior of thick‐walled hollow spheres subjected to cyclic temperature and sustained internal and external pressures. It is found that under sustained and cyclic loadings, the steady states can always be attained for kinematic hardening materials, and the shakedown mode is usually determined by the response during the first cycle. A program is thus developed to determine the mode of the response and the interaction diagram. Then, various steady‐state solutions can be derived following the elastic‐plastic deformation patterns using the general formulation and the incremental method developed in another paper published by Jiang in 1994. Based on a thorough study of the hollow‐sphere behavior, we find that nine different kinds of response are possible. The steady‐state solutions for all these cases are discussed and given in this paper.
    publisherAmerican Society of Civil Engineers
    titleShakedown Analysis of Hollow Spheres
    typeJournal Paper
    journal volume120
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:7(1447)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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