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    Unilateral Buckling Restrained by Initial Force Supports

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
    Author:
    Wayne M. Falk
    ,
    Sanjay Govindjee
    DOI: 10.1061/(ASCE)0733-9399(2000)126:12(1301)
    Publisher: American Society of Civil Engineers
    Abstract: The common computation for understanding the buckling of reinforcement bars is associated with a unilateral rigid foundation with a set of uniformly spaced spring supports. In this technical note we examine the related situation of a set of uniformly spaced supports that require a finite force to initiate the displacement of the support.
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      Unilateral Buckling Restrained by Initial Force Supports

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    contributor authorWayne M. Falk
    contributor authorSanjay Govindjee
    date accessioned2017-05-08T22:39:08Z
    date available2017-05-08T22:39:08Z
    date copyrightDecember 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A12%281301%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85133
    description abstractThe common computation for understanding the buckling of reinforcement bars is associated with a unilateral rigid foundation with a set of uniformly spaced spring supports. In this technical note we examine the related situation of a set of uniformly spaced supports that require a finite force to initiate the displacement of the support.
    publisherAmerican Society of Civil Engineers
    titleUnilateral Buckling Restrained by Initial Force Supports
    typeJournal Paper
    journal volume126
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:12(1301)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 012
    contenttypeFulltext
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