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    Dynamics of Viscoelastic Structures—A Time-Domain, Finite Element Formulation

    Source: Journal of Applied Mechanics:;1985:;volume( 052 ):;issue: 004::page 897
    Author:
    D. F. Golla
    ,
    P. C. Hughes
    DOI: 10.1115/1.3169166
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Mathematical models of elastic structures have become very sophisticated: given the crucial material properties (mass density and the several elastic moduli), computer-based techniques can be used to construct exotic finite element models. By contrast, the modeling of damping is usually very primitive, often consisting of no more than mere guesses at “modal damping factors.” The aim of this paper is to raise the modeling of viscoelastic structures to a level consistent with the modeling of elastic structures. Appropriate material properties are identified which permit the standard finite element formulations used for undamped structures to be extended to viscoelastic structures. Through the use of “dissipation” coordinates, the canonical “M , K ” form of the undamped motion equations is expanded to encompass viscoelastic damping. With this formulation finite element analysis can be used to model viscoelastic damping accurately.
    keyword(s): Dynamics (Mechanics) , Finite element analysis , Damping , Modeling , Materials properties , Density , Energy dissipation , Equations of motion , Computers , Elastic moduli AND Finite element model ,
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      Dynamics of Viscoelastic Structures—A Time-Domain, Finite Element Formulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/99299
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    contributor authorD. F. Golla
    contributor authorP. C. Hughes
    date accessioned2017-05-08T23:19:20Z
    date available2017-05-08T23:19:20Z
    date copyrightDecember, 1985
    date issued1985
    identifier issn0021-8936
    identifier otherJAMCAV-26261#897_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99299
    description abstractMathematical models of elastic structures have become very sophisticated: given the crucial material properties (mass density and the several elastic moduli), computer-based techniques can be used to construct exotic finite element models. By contrast, the modeling of damping is usually very primitive, often consisting of no more than mere guesses at “modal damping factors.” The aim of this paper is to raise the modeling of viscoelastic structures to a level consistent with the modeling of elastic structures. Appropriate material properties are identified which permit the standard finite element formulations used for undamped structures to be extended to viscoelastic structures. Through the use of “dissipation” coordinates, the canonical “M , K ” form of the undamped motion equations is expanded to encompass viscoelastic damping. With this formulation finite element analysis can be used to model viscoelastic damping accurately.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamics of Viscoelastic Structures—A Time-Domain, Finite Element Formulation
    typeJournal Paper
    journal volume52
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3169166
    journal fristpage897
    journal lastpage906
    identifier eissn1528-9036
    keywordsDynamics (Mechanics)
    keywordsFinite element analysis
    keywordsDamping
    keywordsModeling
    keywordsMaterials properties
    keywordsDensity
    keywordsEnergy dissipation
    keywordsEquations of motion
    keywordsComputers
    keywordsElastic moduli AND Finite element model
    treeJournal of Applied Mechanics:;1985:;volume( 052 ):;issue: 004
    contenttypeFulltext
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