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    Traveling Loads on Viscoelastic Plates on Nonlinear Foundations

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 004::page 677
    Author:
    J. Padovan
    DOI: 10.1115/1.3424156
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Within the framework of Kirchhoff-type prestressed plate theory, the steady-state response of a viscoelastic plate strip on a nonlinear dissipative foundation to the action of general traveling loads is considered. Since an hereditary integral-type viscoelastic constitutive model is employed, the governing field equation is of the nonlinear integropartial-differential type. To solve the stated problem, a modified perturbation procedure is employed. To remove the occurrence of secular terms, since the governing field equation is nonholonomic, a local potential operator is used to develop a hierarchy of integral constraints. Based on this approach, arbitrary traveling loads, hereditary-type viscoelastic modeling and foundation nonlinearity can be handled. Employing the solution, the results of several numerical experiments are presented. These emphasize the effects of dissipation, foundation nonlinearity as well as the action of periodic traveling loads.
    keyword(s): Stress , Plates (structures) , Travel , Einstein field equations , Constitutive equations , Modeling , Energy dissipation , Steady state AND Strips ,
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      Traveling Loads on Viscoelastic Plates on Nonlinear Foundations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/89438
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    contributor authorJ. Padovan
    date accessioned2017-05-08T23:02:08Z
    date available2017-05-08T23:02:08Z
    date copyrightDecember, 1977
    date issued1977
    identifier issn0021-8936
    identifier otherJAMCAV-26081#677_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/89438
    description abstractWithin the framework of Kirchhoff-type prestressed plate theory, the steady-state response of a viscoelastic plate strip on a nonlinear dissipative foundation to the action of general traveling loads is considered. Since an hereditary integral-type viscoelastic constitutive model is employed, the governing field equation is of the nonlinear integropartial-differential type. To solve the stated problem, a modified perturbation procedure is employed. To remove the occurrence of secular terms, since the governing field equation is nonholonomic, a local potential operator is used to develop a hierarchy of integral constraints. Based on this approach, arbitrary traveling loads, hereditary-type viscoelastic modeling and foundation nonlinearity can be handled. Employing the solution, the results of several numerical experiments are presented. These emphasize the effects of dissipation, foundation nonlinearity as well as the action of periodic traveling loads.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTraveling Loads on Viscoelastic Plates on Nonlinear Foundations
    typeJournal Paper
    journal volume44
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3424156
    journal fristpage677
    journal lastpage682
    identifier eissn1528-9036
    keywordsStress
    keywordsPlates (structures)
    keywordsTravel
    keywordsEinstein field equations
    keywordsConstitutive equations
    keywordsModeling
    keywordsEnergy dissipation
    keywordsSteady state AND Strips
    treeJournal of Applied Mechanics:;1977:;volume( 044 ):;issue: 004
    contenttypeFulltext
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