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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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