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contributor authorM. Savoia
contributor authorJ. N. Reddy
date accessioned2017-05-08T23:43:17Z
date available2017-05-08T23:43:17Z
date copyrightDecember, 1994
date issued1994
identifier issn0021-8936
identifier otherJAMCAV-26360#998_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113041
description abstractThe post-buckling of stiffened, cross-ply laminated, circular determine the effects of shell lamination scheme and stiffeners on the reduced load-carrying capacity. The effect of geometric imperfection is also included. The analysis is based on the layerwise shell theory of Reddy, and the “smeared stiffener” technique is used to account for the stiffener stiffness. Nu cylinders under uniform axial compression is investigated to merical results for stiffened and unstiffened cylinders are presented, showing that imperfection-sensitivity is strictly related to the number of nearly simultaneous buckling modes.
publisherThe American Society of Mechanical Engineers (ASME)
titlePost-buckling Behavior of Stiffened Cross-Ply Cylindrical Shells
typeJournal Paper
journal volume61
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2901599
journal fristpage998
journal lastpage1000
identifier eissn1528-9036
keywordsPipes
keywordsBuckling
keywordsCylinders
keywordsShells
keywordsStiffness
keywordsLoad bearing capacity
keywordsLaminations AND Compression
treeJournal of Applied Mechanics:;1994:;volume( 061 ):;issue: 004
contenttypeFulltext


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