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    Plastic Buckling Transition Modes in Moderately Thick Cylindrical Shells

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Yoshiaki Goto
    ,
    Chonghou Zhang
    DOI: 10.1061/(ASCE)0733-9399(1999)125:4(426)
    Publisher: American Society of Civil Engineers
    Abstract: Moderately thick perfect cylindrical shells under axial compression first exhibit an axisymmetric buckling mode, where a localization of buckling patterns, referred to as an elephant foot bulge, is caused by the first plastic bifurcation. However, the transition from the axisymmetric buckling mode to a nonaxisymmetric buckling mode, referred to as a diamond buckling mode, may occur due to the next bifurcation if we continue the loading under displacement control. Herein, this phenomenon is examined, based on a rigorous plastic bifurcation analysis. As a result, it is observed that the circumferential wave number of the diamond buckling mode increases with the decrease of the wall thickness. The boundary conditions also considerably influence the occurrence of diamond buckling. It is found that the strain concentration is intensified for the diamond buckling modes, compared with the axisymmetric modes.
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      Plastic Buckling Transition Modes in Moderately Thick Cylindrical Shells

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    contributor authorYoshiaki Goto
    contributor authorChonghou Zhang
    date accessioned2017-05-08T22:38:54Z
    date available2017-05-08T22:38:54Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A4%28426%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84976
    description abstractModerately thick perfect cylindrical shells under axial compression first exhibit an axisymmetric buckling mode, where a localization of buckling patterns, referred to as an elephant foot bulge, is caused by the first plastic bifurcation. However, the transition from the axisymmetric buckling mode to a nonaxisymmetric buckling mode, referred to as a diamond buckling mode, may occur due to the next bifurcation if we continue the loading under displacement control. Herein, this phenomenon is examined, based on a rigorous plastic bifurcation analysis. As a result, it is observed that the circumferential wave number of the diamond buckling mode increases with the decrease of the wall thickness. The boundary conditions also considerably influence the occurrence of diamond buckling. It is found that the strain concentration is intensified for the diamond buckling modes, compared with the axisymmetric modes.
    publisherAmerican Society of Civil Engineers
    titlePlastic Buckling Transition Modes in Moderately Thick Cylindrical Shells
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:4(426)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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