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contributor authorMohamed Gaith
contributor authorSinan Müftü
date accessioned2017-05-09T00:26:22Z
date available2017-05-09T00:26:22Z
date copyrightJune, 2007
date issued2007
identifier issn1048-9002
identifier otherJVACEK-28886#380_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137127
description abstractTransverse vibration of two axially moving beams connected by a Winkler elastic foundation is analyzed analytically. The two beams are tensioned, translating axially with a common constant velocity, simply supported at their ends, and of different materials and geometry. The natural frequencies and associated mode shapes are obtained. The natural frequencies of the system are composed of two infinite sets describing in-phase and out-of-phase vibrations. In case the beams are identical, these modes become synchronous and asynchronous, respectively. Divergence instability occurs at a critical velocity and a critical tension; and, divergence and flutter instabilities coexist at postcritical speeds, and divergence instability takes place precritical tensions. The effects of the mass, flexural rigidity, and axial tension ratios of the two beams are presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleLateral Vibration of Two Axially Translating Beams Interconnected by a Winkler Foundation
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2732353
journal fristpage380
journal lastpage385
identifier eissn1528-8927
keywordsVibration
keywordsFrequency
keywordsStiffness
keywordsTension AND Shapes
treeJournal of Vibration and Acoustics:;2007:;volume( 129 ):;issue: 003
contenttypeFulltext


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