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    Lagrangian Formulation of Rotating Beam With Active Constrained Layer Damping in Time Domain Analysis

    Source: Journal of Mechanical Design:;2004:;volume( 126 ):;issue: 002::page 359
    Author:
    E. H. K. Fung
    ,
    H. W. J. Lee
    ,
    J. Q. Zou
    DOI: 10.1115/1.1649969
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In 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.
    keyword(s): Active damping , Rotating beams AND Shear modulus ,
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      Lagrangian Formulation of Rotating Beam With Active Constrained Layer Damping in Time Domain Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/130557
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    • Journal of Mechanical Design

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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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