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    Dynamic Buckling of Externally Pressurized Imperfect Cylindrical Shells

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 002::page 316
    Author:
    D. Lockhart
    ,
    J. C. Amazigo
    DOI: 10.1115/1.3423574
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic buckling of imperfect finite circular cylindrical shells subjected to suddenly applied and subsequently maintained lateral or hydrostatic pressure is studied using a perturbation method. The geometric imperfections are assumed small but arbitrary. A simple asymptotic expression is obtained for the dynamic buckling load in terms of the amplitude of the Fourier component of the imperfection in the shape of the classical buckling mode. Consequently, for small imperfection, there is a simple relation between the dynamic buckling load under step-loading and the static buckling load. This relation is independent of the shape of the imperfection.
    keyword(s): Pipes , Buckling , Stress , Shapes , Hydrostatic pressure AND Circular cylindrical shells ,
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      Dynamic Buckling of Externally Pressurized Imperfect Cylindrical Shells

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    contributor authorD. Lockhart
    contributor authorJ. C. Amazigo
    date accessioned2017-05-08T22:57:52Z
    date available2017-05-08T22:57:52Z
    date copyrightJune, 1975
    date issued1975
    identifier issn0021-8936
    identifier otherJAMCAV-26035#316_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/87090
    description abstractThe dynamic buckling of imperfect finite circular cylindrical shells subjected to suddenly applied and subsequently maintained lateral or hydrostatic pressure is studied using a perturbation method. The geometric imperfections are assumed small but arbitrary. A simple asymptotic expression is obtained for the dynamic buckling load in terms of the amplitude of the Fourier component of the imperfection in the shape of the classical buckling mode. Consequently, for small imperfection, there is a simple relation between the dynamic buckling load under step-loading and the static buckling load. This relation is independent of the shape of the imperfection.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Buckling of Externally Pressurized Imperfect Cylindrical Shells
    typeJournal Paper
    journal volume42
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3423574
    journal fristpage316
    journal lastpage320
    identifier eissn1528-9036
    keywordsPipes
    keywordsBuckling
    keywordsStress
    keywordsShapes
    keywordsHydrostatic pressure AND Circular cylindrical shells
    treeJournal of Applied Mechanics:;1975:;volume( 042 ):;issue: 002
    contenttypeFulltext
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