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    Hydroelastic Instability of Infinite Strips Under Shearing Load on an Elastic Foundation

    Source: Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 002::page 263
    Author:
    J. Tani
    DOI: 10.1115/1.3167610
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper examines the hydroelastic instability of an infinitely long plate subjected to shearing load with two different boundary conditions, one side of which is exposed to an incompressible inviscid flow, and the other side supported on an elastic foundation. The analysis is based on the small deflection plate theory and the classical linearized potential flow theory. The Galerkin method and Fourier transforms are used. It is found that the effects of the shearing load and the elastic foundation on the divergence velocity can be illustrated by a single curve for both clamped and simply supported cases.
    keyword(s): Stress , Shearing , Strips , Inviscid flow , Flow (Dynamics) , Boundary-value problems , Deflection , Fourier transforms AND Galerkin method ,
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      Hydroelastic Instability of Infinite Strips Under Shearing Load on an Elastic Foundation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/98026
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    contributor authorJ. Tani
    date accessioned2017-05-08T23:17:05Z
    date available2017-05-08T23:17:05Z
    date copyrightJune, 1984
    date issued1984
    identifier issn0021-8936
    identifier otherJAMCAV-26236#263_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98026
    description abstractThe paper examines the hydroelastic instability of an infinitely long plate subjected to shearing load with two different boundary conditions, one side of which is exposed to an incompressible inviscid flow, and the other side supported on an elastic foundation. The analysis is based on the small deflection plate theory and the classical linearized potential flow theory. The Galerkin method and Fourier transforms are used. It is found that the effects of the shearing load and the elastic foundation on the divergence velocity can be illustrated by a single curve for both clamped and simply supported cases.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHydroelastic Instability of Infinite Strips Under Shearing Load on an Elastic Foundation
    typeJournal Paper
    journal volume51
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3167610
    journal fristpage263
    journal lastpage268
    identifier eissn1528-9036
    keywordsStress
    keywordsShearing
    keywordsStrips
    keywordsInviscid flow
    keywordsFlow (Dynamics)
    keywordsBoundary-value problems
    keywordsDeflection
    keywordsFourier transforms AND Galerkin method
    treeJournal of Applied Mechanics:;1984:;volume( 051 ):;issue: 002
    contenttypeFulltext
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