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    Optimal Design for Axisymmetric Cylindrical Shell Buckling

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author:
    Robert Levy
    ,
    William R. Spillers
    DOI: 10.1061/(ASCE)0733-9399(1989)115:8(1683)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Optimal Design for Axisymmetric Cylindrical Shell Buckling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80697
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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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