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    Vibrations of a Beam in Variable Contact With a Flat Surface

    Source: Journal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 004::page 41010
    Author:
    Arjun Roy
    ,
    Anindya Chatterjee
    DOI: 10.1115/1.3086930
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We study small vibrations of cantilever beams contacting a rigid surface. We study two cases: the first is a beam that sags onto the ground due to gravity, and the second is a beam that sticks to the ground through reversible adhesion. In both cases, the noncontacting length varies dynamically. We first obtain the governing equations and boundary conditions, including a transversality condition involving an end moment, using Hamilton’s principle. Rescaling the variable length to a constant value, we obtain partial differential equations with time varying coefficients, which, upon linearization, give the natural frequencies of vibration. The natural frequencies for the first case (gravity without adhesion) match that of a clamped-clamped beam of the same nominal length; frequencies for the second case, however, show no such match. We develop simple, if atypical, single degree of freedom approximations for the first modes of these two systems, which provide insights into the role of the static deflection profile, as well as the end moment condition, in determining the first natural frequencies of these systems. Finally, we consider small transverse sinusoidal forcing of the first case and find that the governing equation contains both parametric and external forcing terms. For forcing at resonance, we find that either the internal or the external forcing may dominate.
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      Vibrations of a Beam in Variable Contact With a Flat Surface

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    contributor authorArjun Roy
    contributor authorAnindya Chatterjee
    date accessioned2017-05-09T00:35:58Z
    date available2017-05-09T00:35:58Z
    date copyrightAugust, 2009
    date issued2009
    identifier issn1048-9002
    identifier otherJVACEK-28901#041010_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142265
    description abstractWe study small vibrations of cantilever beams contacting a rigid surface. We study two cases: the first is a beam that sags onto the ground due to gravity, and the second is a beam that sticks to the ground through reversible adhesion. In both cases, the noncontacting length varies dynamically. We first obtain the governing equations and boundary conditions, including a transversality condition involving an end moment, using Hamilton’s principle. Rescaling the variable length to a constant value, we obtain partial differential equations with time varying coefficients, which, upon linearization, give the natural frequencies of vibration. The natural frequencies for the first case (gravity without adhesion) match that of a clamped-clamped beam of the same nominal length; frequencies for the second case, however, show no such match. We develop simple, if atypical, single degree of freedom approximations for the first modes of these two systems, which provide insights into the role of the static deflection profile, as well as the end moment condition, in determining the first natural frequencies of these systems. Finally, we consider small transverse sinusoidal forcing of the first case and find that the governing equation contains both parametric and external forcing terms. For forcing at resonance, we find that either the internal or the external forcing may dominate.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVibrations of a Beam in Variable Contact With a Flat Surface
    typeJournal Paper
    journal volume131
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.3086930
    journal fristpage41010
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2009:;volume( 131 ):;issue: 004
    contenttypeFulltext
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