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    Steady-State Transverse Response in Coupled Planar Vibration of Axially Moving Viscoelastic Beams

    Source: Journal of Vibration and Acoustics:;2010:;volume( 132 ):;issue: 001::page 11009
    Author:
    Li-Qun Chen
    ,
    Hu Ding
    DOI: 10.1115/1.4000468
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steady-state periodical response is investigated for planar vibration of axially moving viscoelastic beams subjected external transverse loads. A model of the coupled planar vibration is established by introducing a coordinate transform. The model can reduce to two nonlinear models of transverse vibration. The finite difference scheme is developed to calculate steady-state response numerically. Numerical results demonstrate there are steady-state periodic responses in transverse vibration, and resonance occurs if the external load frequency approaches the linear natural frequencies. The effect of material parameters and excitation parameters on the amplitude of the steady-state responses are examined. Numerical results also indicate that the model of coupled vibration and two models of transverse vibration predict qualitatively the same tendencies with the changing parameters, and the two models of transverse vibration yield satisfactory results.
    keyword(s): Resonance , Stress , Vibration AND Steady state ,
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      Steady-State Transverse Response in Coupled Planar Vibration of Axially Moving Viscoelastic Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/145149
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    contributor authorLi-Qun Chen
    contributor authorHu Ding
    date accessioned2017-05-09T00:41:55Z
    date available2017-05-09T00:41:55Z
    date copyrightFebruary, 2010
    date issued2010
    identifier issn1048-9002
    identifier otherJVACEK-28905#011009_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145149
    description abstractSteady-state periodical response is investigated for planar vibration of axially moving viscoelastic beams subjected external transverse loads. A model of the coupled planar vibration is established by introducing a coordinate transform. The model can reduce to two nonlinear models of transverse vibration. The finite difference scheme is developed to calculate steady-state response numerically. Numerical results demonstrate there are steady-state periodic responses in transverse vibration, and resonance occurs if the external load frequency approaches the linear natural frequencies. The effect of material parameters and excitation parameters on the amplitude of the steady-state responses are examined. Numerical results also indicate that the model of coupled vibration and two models of transverse vibration predict qualitatively the same tendencies with the changing parameters, and the two models of transverse vibration yield satisfactory results.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSteady-State Transverse Response in Coupled Planar Vibration of Axially Moving Viscoelastic Beams
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4000468
    journal fristpage11009
    identifier eissn1528-8927
    keywordsResonance
    keywordsStress
    keywordsVibration AND Steady state
    treeJournal of Vibration and Acoustics:;2010:;volume( 132 ):;issue: 001
    contenttypeFulltext
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