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    A Quantitative Evaluation of Constrained-Layer Damping

    Source: Journal of Manufacturing Science and Engineering:;1967:;volume( 089 ):;issue: 004::page 773
    Author:
    T. P. Yin
    ,
    T. J. Kelly
    ,
    J. E. Barry
    DOI: 10.1115/1.3610152
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The constrained-layer damping mechanisms on plates, beams, and tubular structures have been experimentally studied with well characterized viscoelastic materials. The Kerwin analysis [1] on plate damping has been extensively verified; important variables can now be individually controlled to achieve optimum performance. The validity of extending the plate theory to box-beams has been established; certain preferred cross-sectional geometries for highly damped beams are now defined. Experimental evidence has shown that concentric treatments are ineffective to dampen bending vibrations of tubular structures. Analyses of the strength of laminated composites have shown that structural integrity can be retained. Equations have been derived to predict the static and dynamic rigidities of such laminates.
    keyword(s): Damping , Plates (structures) , Vibration , Equations , Mechanisms , Composite materials , Laminates AND Viscoelastic materials ,
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      A Quantitative Evaluation of Constrained-Layer Damping

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/121179
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    contributor authorT. P. Yin
    contributor authorT. J. Kelly
    contributor authorJ. E. Barry
    date accessioned2017-05-08T23:57:54Z
    date available2017-05-08T23:57:54Z
    date copyrightNovember, 1967
    date issued1967
    identifier issn1087-1357
    identifier otherJMSEFK-27516#773_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121179
    description abstractThe constrained-layer damping mechanisms on plates, beams, and tubular structures have been experimentally studied with well characterized viscoelastic materials. The Kerwin analysis [1] on plate damping has been extensively verified; important variables can now be individually controlled to achieve optimum performance. The validity of extending the plate theory to box-beams has been established; certain preferred cross-sectional geometries for highly damped beams are now defined. Experimental evidence has shown that concentric treatments are ineffective to dampen bending vibrations of tubular structures. Analyses of the strength of laminated composites have shown that structural integrity can be retained. Equations have been derived to predict the static and dynamic rigidities of such laminates.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Quantitative Evaluation of Constrained-Layer Damping
    typeJournal Paper
    journal volume89
    journal issue4
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3610152
    journal fristpage773
    journal lastpage782
    identifier eissn1528-8935
    keywordsDamping
    keywordsPlates (structures)
    keywordsVibration
    keywordsEquations
    keywordsMechanisms
    keywordsComposite materials
    keywordsLaminates AND Viscoelastic materials
    treeJournal of Manufacturing Science and Engineering:;1967:;volume( 089 ):;issue: 004
    contenttypeFulltext
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