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contributor authorRobert Levy
contributor authorWilliam R. Spillers
date accessioned2017-05-08T22:26:32Z
date available2017-05-08T22:26:32Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A8%281683%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80697
description abstractThis paper discusses the structural optimization problem of finding the optimal wall fhickness of an axisymmetric cylindrical shell so as to maximize the buckling load when the volume of material is fixed. An optimality condition is derived and then the method of truncated Fourier series is used to find an optimal design which indicates an 83% increase in buckling load over the classical critical buckling load for the case of uniform thickness.
publisherAmerican Society of Civil Engineers
titleOptimal Design for Axisymmetric Cylindrical Shell Buckling
typeJournal Paper
journal volume115
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:8(1683)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
contenttypeFulltext


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