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contributor authorDavid Hui
contributor authorI. H. Y. Du
date accessioned2017-05-08T23:24:12Z
date available2017-05-08T23:24:12Z
date copyrightJune, 1987
date issued1987
identifier issn0021-8936
identifier otherJAMCAV-26281#292_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102113
description abstractThis paper examines the theoretical postbuckling behavior and imperfection-sensitivity of antisymmetrically laminated open, long, cylindrical panels under shear loads. The longitudinal edges may be simply-supported or clamped. It is found that the cylindrical panels may be sensitive to the presence of geometric imperfections depending primarily on the reduced-flatness parameter and Young’s modulus ratio. The shear buckling load and the postbuckling coefficients are plotted as a function of the shell geometry, number of layers, and material parameters. The paper is the first in the literature to examine the postbuckling behavior of open laminated cylindrical panels under shear loads.
publisherThe American Society of Mechanical Engineers (ASME)
titleImperfection-Sensitivity of Long Antisymmetric Cross-Ply Cylindrical Panels Under Shear Loads
typeJournal Paper
journal volume54
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3173010
journal fristpage292
journal lastpage298
identifier eissn1528-9036
keywordsStress
keywordsShear (Mechanics)
keywordsBuckling
keywordsGeometry
keywordsShells AND Elasticity
treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 002
contenttypeFulltext


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