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contributor authorE. H. K. Fung
contributor authorH. W. J. Lee
contributor authorJ. Q. Zou
date accessioned2017-05-09T00:13:57Z
date available2017-05-09T00:13:57Z
date copyrightMarch, 2004
date issued2004
identifier issn1050-0472
identifier otherJMDEDB-27782#359_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130557
description abstractIn this paper, Lagrangian formulation of a horizontal rotating beam with active constrained layer damping (ACLD) treatment is presented. The problem is approached by the Rayleigh-Ritz method. By assuming modal functions as the displacement shape functions and using effective damping model of the visco-elastic material (VEM) layer, the number of degrees of freedom of the system is greatly reduced. The damping of the visco-elastic material is characterized by a shear (storage) modulus and a loss factor. Also the dynamic behavior of the rotating ACLD beam is analyzed in the time domain. The effects of control gains, shear modulus and loss factor of the VEM on the dynamic response are also investigated.
publisherThe American Society of Mechanical Engineers (ASME)
titleLagrangian Formulation of Rotating Beam With Active Constrained Layer Damping in Time Domain Analysis
typeJournal Paper
journal volume126
journal issue2
journal titleJournal of Mechanical Design
identifier doi10.1115/1.1649969
journal fristpage359
journal lastpage364
identifier eissn1528-9001
keywordsActive damping
keywordsRotating beams AND Shear modulus
treeJournal of Mechanical Design:;2004:;volume( 126 ):;issue: 002
contenttypeFulltext


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