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contributor authorZhang, Jianxun
contributor authorQin, Qinghua
contributor authorAi, Weilong
contributor authorLi, Huimin
contributor authorWang, T. J.
date accessioned2017-05-09T01:04:57Z
date available2017-05-09T01:04:57Z
date issued2014
identifier issn0021-8936
identifier otherjam_081_07_071008.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153862
description abstractThe failure behavior of geometrically asymmetric sandwich beams with a metal foam core is analytically and experimentally investigated. New initial failure modes of the asymmetric sandwich beams are observed under threepoint bending, i.e., face yield, face wrinkling, core shear A, core shear AB, core shear AAB, and indentation. It is shown that the initial failure modes of sandwich beams depend on the span of the beam, the thicknesses of top and bottom face sheets, core height and material properties. We derived the analytical formulae for the initial failure loads and then constructed the initial failure mechanism maps for the geometrically asymmetric sandwich beams. It is shown that the analytically predicted initial failure mechanism maps are in good agreement with the experimental results, which are clearly different from the symmetric sandwich beams. As a preliminary application, the minimum weight designs are presented for asymmetric metal sandwich beams.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Failure Behavior of Geometrically Asymmetric Metal Foam Core Sandwich Beams Under Three Point Bending
typeJournal Paper
journal volume81
journal issue7
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4027200
journal fristpage71008
journal lastpage71008
identifier eissn1528-9036
treeJournal of Applied Mechanics:;2014:;volume( 081 ):;issue: 007
contenttypeFulltext


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