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contributor authorM. W. D. White
contributor authorG. R. Heppler
date accessioned2017-05-08T23:46:32Z
date available2017-05-08T23:46:32Z
date copyrightMarch, 1995
date issued1995
identifier issn0021-8936
identifier otherJAMCAV-26361#193_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114947
description abstractThe equations of motion and boundary conditions for a free-free Timoshenko beam with rigid bodies attached at the endpoints are derived. The natural boundary conditions, for an end that has an attached rigid body, that include the effects of the body mass, first moment of mass, and moment of inertia are included. The frequency equation for a free-free Timoshenko beam with rigid bodies attached at its ends which includes all the effects mentioned above is presented and given in terms of the fundamental frequency equations for Timoshenko beams that have no attached rigid bodies. It is shown how any support / rigid-body condition may be easily obtained by inspection from the reported frequency equation. The mode shapes and the orthogonality condition, which include the contribution of the rigid-body masses, first moments, and moments of inertia, are also developed. Finally, the effect of the first moment of the attached rigid bodies is considered in an illustrative example.
publisherThe American Society of Mechanical Engineers (ASME)
titleVibration Modes and Frequencies of Timoshenko Beams With Attached Rigid Bodies
typeJournal Paper
journal volume62
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2895902
journal fristpage193
journal lastpage199
identifier eissn1528-9036
keywordsVibration
keywordsFrequency
keywordsEquations
keywordsBoundary-value problems
keywordsShapes
keywordsInertia (Mechanics)
keywordsInspection
keywordsEquations of motion AND Rotational inertia
treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 001
contenttypeFulltext


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