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contributor authorT. C. Huang
contributor authorC. C. Huang
date accessioned2017-05-09T00:51:25Z
date available2017-05-09T00:51:25Z
date copyrightJune, 1971
date issued1971
identifier issn0021-8936
identifier otherJAMCAV-25939#515_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/149168
description abstractThe correspondence principle has been applied to derive the differential equations of viscoelastic Timoshenko beams with external viscous damping. These equations are solved by Laplace transform and boundary conditions are applied to obtain complex frequency equations and mode shapes for beams of any combination of end conditions. For beams without external damping, the correspondence principle can be applied directly to the available solutions of elastic Timoshenko beams. Numerical illustration is given.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree Vibrations of Viscoelastic Timoshenko Beams
typeJournal Paper
journal volume38
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3408805
journal fristpage515
journal lastpage521
identifier eissn1528-9036
keywordsFree vibrations
keywordsDamping
keywordsEquations
keywordsDifferential equations
keywordsBoundary-value problems
keywordsLaplace transforms AND Shapes
treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 002
contenttypeFulltext


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