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    Full Two-Dimensional Model for Rolling Resistance. II: Viscoelastic Cylinders on Rigid Ground

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Xiangjun Qiu
    DOI: 10.1061/(ASCE)0733-9399(2009)135:1(20)
    Publisher: American Society of Civil Engineers
    Abstract: Following the previous paper, “Full two-dimensional model for rolling resistance: Hard cylinder on viscoelastic foundation of finite thickness,” addressing modeling of rigid cylinder rolling against viscoelastic foundation of finite thickness, this paper focuses on the development of a rigorous full two-dimensional semianalytical model for viscoelastic rollers with layered structure rolling against a rigid ground. In this model, the polar coordinate system is used, the solution is expanded into a set of Fourier series corresponding to the angular coordinate, the frequency domain master curves of
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      Full Two-Dimensional Model for Rolling Resistance. II: Viscoelastic Cylinders on Rigid Ground

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    contributor authorXiangjun Qiu
    date accessioned2017-05-08T22:41:26Z
    date available2017-05-08T22:41:26Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A1%2820%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86604
    description abstractFollowing the previous paper, “Full two-dimensional model for rolling resistance: Hard cylinder on viscoelastic foundation of finite thickness,” addressing modeling of rigid cylinder rolling against viscoelastic foundation of finite thickness, this paper focuses on the development of a rigorous full two-dimensional semianalytical model for viscoelastic rollers with layered structure rolling against a rigid ground. In this model, the polar coordinate system is used, the solution is expanded into a set of Fourier series corresponding to the angular coordinate, the frequency domain master curves of
    publisherAmerican Society of Civil Engineers
    titleFull Two-Dimensional Model for Rolling Resistance. II: Viscoelastic Cylinders on Rigid Ground
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:1(20)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001
    contenttypeFulltext
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