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contributor authorR. R. Chang
contributor authorK. H. Chu
contributor authorT. Y. Kam
date accessioned2017-05-08T23:41:07Z
date available2017-05-08T23:41:07Z
date copyrightDecember, 1993
date issued1993
identifier issn0195-0738
identifier otherJERTD2-26452#314_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111817
description abstractThe optimal lamination arrangements of laminated composite plates with maximum shear buckling loads are studied via a multi-start global optimization technique. A previously proposed shear deformable finite element is used to evaluate the positive and negative shear buckling loads of laminated composite plates in the optimal design process. Optimal lay-ups of thin as well as moderately thick composite plates with global maximum positive or negative shear buckling loads are determined utilizing the multi-start global optimal design technique. A number of examples of the optimal shear buckling design of symmetrically and antisymmetrically laminated composite plates with various material properties, length-to-thickness ratios, aspect ratios and different numbers of layer gorups are given to illustrate the trends of optimal layer orientations of the plates. Since the existence of in-plane axial forces is possible, the effects of axial compressive load on the optimal layer orientations for maximum shear buckling load are also investigated.
publisherThe American Society of Mechanical Engineers (ASME)
titleDesign of Laminated Composite Plates for Maximum Shear Buckling Loads
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.2906438
journal fristpage314
journal lastpage322
identifier eissn1528-8994
keywordsComposite materials
keywordsStress
keywordsShear (Mechanics)
keywordsDesign
keywordsPlates (structures) AND Buckling
treeJournal of Energy Resources Technology:;1993:;volume( 115 ):;issue: 004
contenttypeFulltext


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