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    Buckling, Postbuckling, and the Flow Through a Tethered Elastic Cylinder Under External Pressure

    Source: Journal of Applied Mechanics:;1983:;volume( 050 ):;issue: 001::page 13
    Author:
    C. Y. Wang
    ,
    L. T. Watson
    ,
    M. P. Kamat
    DOI: 10.1115/1.3166981
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A thin-walled elastic cylinder is tethered by numerous springs to an outer rigid cylinder. As external pressure is increased, the elastic cylinder will remain circular until a critical pressure difference is attained. The nonlinear governing equations for large deflections are formulated. The stability analysis shows the elastic cylinder may buckle with more than two circumferential waves due to the stiffness of the springs. Postbuckling shapes are integrated numerically by a quasi-Newton method. The flow through such a partially collapsed shape is then computed by a finite element method.
    keyword(s): Flow (Dynamics) , Buckling , Cylinders , External pressure , Shapes , Springs , Stiffness , Deflection , Equations , Waves , Finite element methods , Pressure AND Stability ,
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      Buckling, Postbuckling, and the Flow Through a Tethered Elastic Cylinder Under External Pressure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/96701
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    • Journal of Applied Mechanics

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    contributor authorC. Y. Wang
    contributor authorL. T. Watson
    contributor authorM. P. Kamat
    date accessioned2017-05-08T23:14:50Z
    date available2017-05-08T23:14:50Z
    date copyrightMarch, 1983
    date issued1983
    identifier issn0021-8936
    identifier otherJAMCAV-26214#13_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96701
    description abstractA thin-walled elastic cylinder is tethered by numerous springs to an outer rigid cylinder. As external pressure is increased, the elastic cylinder will remain circular until a critical pressure difference is attained. The nonlinear governing equations for large deflections are formulated. The stability analysis shows the elastic cylinder may buckle with more than two circumferential waves due to the stiffness of the springs. Postbuckling shapes are integrated numerically by a quasi-Newton method. The flow through such a partially collapsed shape is then computed by a finite element method.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling, Postbuckling, and the Flow Through a Tethered Elastic Cylinder Under External Pressure
    typeJournal Paper
    journal volume50
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3166981
    journal fristpage13
    journal lastpage18
    identifier eissn1528-9036
    keywordsFlow (Dynamics)
    keywordsBuckling
    keywordsCylinders
    keywordsExternal pressure
    keywordsShapes
    keywordsSprings
    keywordsStiffness
    keywordsDeflection
    keywordsEquations
    keywordsWaves
    keywordsFinite element methods
    keywordsPressure AND Stability
    treeJournal of Applied Mechanics:;1983:;volume( 050 ):;issue: 001
    contenttypeFulltext
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