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contributor authorSergey Sorokin
contributor authorOle Holst-Jensen
date accessioned2017-05-09T00:55:34Z
date available2017-05-09T00:55:34Z
date copyrightAugust, 2012
date issued2012
identifier issn1048-9002
identifier otherJVACEK-28920#041003_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150622
description abstractThe paper addresses the power flow suppression in an elastic beam of the tubular cross section (a pipe) at relatively low excitation frequencies by deploying a small number of equally spaced inertial attachments. The methodology of boundary integral equations is used to obtain an exact solution of the problem in vibrations of this structure. The power flow analysis in a pipe with and without equally spaced eccentric inertial attachments is performed and the effect of suppression of the energy transmission is demonstrated theoretically. These results are put in the context of predictions from the classical Floquet theory for an infinitely long periodic structure. Parametric studies are performed to explore sensitivities of this effect to variations in the number of attachments. The theoretically predicted eigenfrequencies and insertion loss are compared with the dedicated experimental data.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn Power Flow Suppression in Straight Elastic Pipes by Use of Equally Spaced Eccentric Inertial Attachments
typeJournal Paper
journal volume134
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4005652
journal fristpage41003
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 004
contenttypeFulltext


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