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    Dynamic Elastic-Plastic Buckling of Structural Elements: A Review

    Source: Applied Mechanics Reviews:;2008:;volume( 061 ):;issue: 004::page 40803
    Author:
    D. Karagiozova
    ,
    Marcílio Alves
    DOI: 10.1115/1.2939481
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Structural elements, which deform inelastically, are often used in energy-absorbing devices due to their simple design and the high efficiency achieved by several buckling deformation mechanisms. The application of light ductile materials in transportation systems and increased loading intensity requires studies on the influence of the rate of loading and material characteristics on dynamic buckling behavior. The present review article is focused on summarizing the state of the art related to the inelastic dynamic stability and postbuckling behavior of various basic structural members. In particular, studies on the dynamic response of axially loaded idealized elastic-plastic models, rods, shells with circular and square cross sections, and long tubes are discussed with consideration given to the influence of the geometric and material characteristics as well as the loading conditions on the buckling phenomena observed in these structural elements. The findings from the theoretical and experimental investigations on the phenomenon of dynamic inelastic buckling reported in this review article are based on 118 references.
    keyword(s): Buckling , Shells , Stress AND Deformation ,
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      Dynamic Elastic-Plastic Buckling of Structural Elements: A Review

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    http://yetl.yabesh.ir/yetl1/handle/yetl/137183
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    contributor authorD. Karagiozova
    contributor authorMarcílio Alves
    date accessioned2017-05-09T00:26:29Z
    date available2017-05-09T00:26:29Z
    date copyrightJuly, 2008
    date issued2008
    identifier issn0003-6900
    identifier otherAMREAD-25893#040803_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137183
    description abstractStructural elements, which deform inelastically, are often used in energy-absorbing devices due to their simple design and the high efficiency achieved by several buckling deformation mechanisms. The application of light ductile materials in transportation systems and increased loading intensity requires studies on the influence of the rate of loading and material characteristics on dynamic buckling behavior. The present review article is focused on summarizing the state of the art related to the inelastic dynamic stability and postbuckling behavior of various basic structural members. In particular, studies on the dynamic response of axially loaded idealized elastic-plastic models, rods, shells with circular and square cross sections, and long tubes are discussed with consideration given to the influence of the geometric and material characteristics as well as the loading conditions on the buckling phenomena observed in these structural elements. The findings from the theoretical and experimental investigations on the phenomenon of dynamic inelastic buckling reported in this review article are based on 118 references.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Elastic-Plastic Buckling of Structural Elements: A Review
    typeJournal Paper
    journal volume61
    journal issue4
    journal titleApplied Mechanics Reviews
    identifier doi10.1115/1.2939481
    journal fristpage40803
    identifier eissn0003-6900
    keywordsBuckling
    keywordsShells
    keywordsStress AND Deformation
    treeApplied Mechanics Reviews:;2008:;volume( 061 ):;issue: 004
    contenttypeFulltext
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