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    Bending and Shear Damping in Beams: Frequency Domain Estimation Techniques

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 002::page 188
    Author:
    H. T. Banks
    ,
    D. J. Inman
    ,
    Y. Wang
    DOI: 10.1115/1.2930411
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper we consider damping mechanisms in the context of dynamic beam models. We summarize previous efforts on various damping models (strain rate or Kelvin-Voigt, time hysteresis (Boltzmann), spatial hysteresis, bending rate/square root) for the Euler-Bernoulli beam theory. The Euler-Bernoulli theory is known to be inadequate for experiments in which high frequency modes have been excited. In such cases the Timoshenko theory may be more appropriate; we consider a number of damping hypotheses for this theory. Corresponding models are proposed and compared to experimental data in the context of parameter estimation or identification problems formulated in the frequency domain. Theoretical results related to the convergence of approximations to these infinite dimensional distributed parameter system estimation problems are presented. Associated computational findings for specific beam experiments are discussed.
    keyword(s): Shear (Mechanics) , Damping , Distributed parameter systems , Approximation , Parameter estimation AND Mechanisms ,
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      Bending and Shear Damping in Beams: Frequency Domain Estimation Techniques

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/114662
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    • Journal of Vibration and Acoustics

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    contributor authorH. T. Banks
    contributor authorD. J. Inman
    contributor authorY. Wang
    date accessioned2017-05-08T23:46:03Z
    date available2017-05-08T23:46:03Z
    date copyrightApril, 1994
    date issued1994
    identifier issn1048-9002
    identifier otherJVACEK-28814#188_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114662
    description abstractIn this paper we consider damping mechanisms in the context of dynamic beam models. We summarize previous efforts on various damping models (strain rate or Kelvin-Voigt, time hysteresis (Boltzmann), spatial hysteresis, bending rate/square root) for the Euler-Bernoulli beam theory. The Euler-Bernoulli theory is known to be inadequate for experiments in which high frequency modes have been excited. In such cases the Timoshenko theory may be more appropriate; we consider a number of damping hypotheses for this theory. Corresponding models are proposed and compared to experimental data in the context of parameter estimation or identification problems formulated in the frequency domain. Theoretical results related to the convergence of approximations to these infinite dimensional distributed parameter system estimation problems are presented. Associated computational findings for specific beam experiments are discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBending and Shear Damping in Beams: Frequency Domain Estimation Techniques
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2930411
    journal fristpage188
    journal lastpage197
    identifier eissn1528-8927
    keywordsShear (Mechanics)
    keywordsDamping
    keywordsDistributed parameter systems
    keywordsApproximation
    keywordsParameter estimation AND Mechanisms
    treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;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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