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    Buckling and Postbuckling Analyses of Struts with Discrete Supports

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 004
    Author:
    S. T. Mau
    DOI: 10.1061/(ASCE)0733-9399(1989)115:4(721)
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies on the buckling of an elastic strut with discrete flexible transverse supports indicate that a sufficient support stiffness may be found such that the flexible supports would act as rigid supports for a hinged‐end strut. In the present work, a comprehensive study of the buckling and postbuckling behavior of both hinged‐end and fixed‐end struts is carried out. It is revealed that the fixed‐end struts behaves differently from the hinged‐end struts and a clear‐cut suffcient support stiffness cannot be defined from the result of a buckling analysis. A postbuckling analysis indicates that there is a region of support stiffness, in which the postbuckling behavior of the strut is unstable. Therefbre, a sufficient support stiffness may be defined as one that would lead to a stable postbuckling behavior. With this new concept a single support stiffness value is suggested for the design of struts with fixed‐end, hinged‐end, or partially constrained end‐conditions.
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      Buckling and Postbuckling Analyses of Struts with Discrete Supports

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79897
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    contributor authorS. T. Mau
    date accessioned2017-05-08T22:24:24Z
    date available2017-05-08T22:24:24Z
    date copyrightApril 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A4%28721%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79897
    description abstractPrevious studies on the buckling of an elastic strut with discrete flexible transverse supports indicate that a sufficient support stiffness may be found such that the flexible supports would act as rigid supports for a hinged‐end strut. In the present work, a comprehensive study of the buckling and postbuckling behavior of both hinged‐end and fixed‐end struts is carried out. It is revealed that the fixed‐end struts behaves differently from the hinged‐end struts and a clear‐cut suffcient support stiffness cannot be defined from the result of a buckling analysis. A postbuckling analysis indicates that there is a region of support stiffness, in which the postbuckling behavior of the strut is unstable. Therefbre, a sufficient support stiffness may be defined as one that would lead to a stable postbuckling behavior. With this new concept a single support stiffness value is suggested for the design of struts with fixed‐end, hinged‐end, or partially constrained end‐conditions.
    publisherAmerican Society of Civil Engineers
    titleBuckling and Postbuckling Analyses of Struts with Discrete Supports
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:4(721)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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