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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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