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    On Membrane and Plate Problems for Which the Linear Theories are Not Admissible

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001::page 128
    Author:
    Arnold D. Kerr
    ,
    Douglas W. Coffin
    DOI: 10.1115/1.2888292
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A horizontal clamped plate is subjected to the weight of a liquid above it. When the free surface of the liquid coalesces with the plane of the undeformed upper surface of the plate, according to the classical theory of plates (which results in an eigen-value problem), nonzero deflections will exist only for discrete values of the ratio γ/D ; where γ is the specific weight of the liquid and D is the flexural stiffness of the plate. The purpose of this paper is to clarify this apparently unreasonble result. It is shown, using a nonlinear analysis, that problems of this type exhibit a bifurcation point from the undeformed state and that the eigenvalues of the linear analysis determine merely the bifurcation points. Thus, for problems of this type, a linear formulation is not suitable. Because of its analytical simplicity, at first, the membrane strip is analyzed in detail. This is followed by the analysis of the plate.
    keyword(s): Membranes , Eigenvalues , Weight (Mass) , Bifurcation , Deflection , Plates (structures) , Stiffness AND Strips ,
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      On Membrane and Plate Problems for Which the Linear Theories are Not Admissible

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/106518
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    • Journal of Applied Mechanics

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    contributor authorArnold D. Kerr
    contributor authorDouglas W. Coffin
    date accessioned2017-05-08T23:31:57Z
    date available2017-05-08T23:31:57Z
    date copyrightMarch, 1990
    date issued1990
    identifier issn0021-8936
    identifier otherJAMCAV-26318#128_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/106518
    description abstractA horizontal clamped plate is subjected to the weight of a liquid above it. When the free surface of the liquid coalesces with the plane of the undeformed upper surface of the plate, according to the classical theory of plates (which results in an eigen-value problem), nonzero deflections will exist only for discrete values of the ratio γ/D ; where γ is the specific weight of the liquid and D is the flexural stiffness of the plate. The purpose of this paper is to clarify this apparently unreasonble result. It is shown, using a nonlinear analysis, that problems of this type exhibit a bifurcation point from the undeformed state and that the eigenvalues of the linear analysis determine merely the bifurcation points. Thus, for problems of this type, a linear formulation is not suitable. Because of its analytical simplicity, at first, the membrane strip is analyzed in detail. This is followed by the analysis of the plate.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOn Membrane and Plate Problems for Which the Linear Theories are Not Admissible
    typeJournal Paper
    journal volume57
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2888292
    journal fristpage128
    journal lastpage133
    identifier eissn1528-9036
    keywordsMembranes
    keywordsEigenvalues
    keywordsWeight (Mass)
    keywordsBifurcation
    keywordsDeflection
    keywordsPlates (structures)
    keywordsStiffness AND Strips
    treeJournal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001
    contenttypeFulltext
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