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    The Buckling of Thin-Walled Open-Profile Bars

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 003::page 633
    Author:
    Morris Ojalvo
    DOI: 10.1115/1.3176139
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The theory of buckling for thin-walled open-profile bars is criticized. Its several derivations are faulted for violating statics, using a variational theorem approximately, using an incorrect variational statement, and/or using an inconsistent filament representation of the bar. Significantly, the theory yields buckling loads that contradict engineering expectations. A theory to replace it with general equations for computing buckling loads is presented. A problem solved under the old and new theories shows how torsional buckling is viewed under the new.
    keyword(s): Buckling , Stress , Statics , Equations AND Theorems (Mathematics) ,
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      The Buckling of Thin-Walled Open-Profile Bars

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    contributor authorMorris Ojalvo
    date accessioned2017-05-08T23:29:05Z
    date available2017-05-08T23:29:05Z
    date copyrightSeptember, 1989
    date issued1989
    identifier issn0021-8936
    identifier otherJAMCAV-26311#633_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104915
    description abstractThe theory of buckling for thin-walled open-profile bars is criticized. Its several derivations are faulted for violating statics, using a variational theorem approximately, using an incorrect variational statement, and/or using an inconsistent filament representation of the bar. Significantly, the theory yields buckling loads that contradict engineering expectations. A theory to replace it with general equations for computing buckling loads is presented. A problem solved under the old and new theories shows how torsional buckling is viewed under the new.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Buckling of Thin-Walled Open-Profile Bars
    typeJournal Paper
    journal volume56
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3176139
    journal fristpage633
    journal lastpage638
    identifier eissn1528-9036
    keywordsBuckling
    keywordsStress
    keywordsStatics
    keywordsEquations AND Theorems (Mathematics)
    treeJournal of Applied Mechanics:;1989:;volume( 056 ):;issue: 003
    contenttypeFulltext
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