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    Isochronous Beams by an Inclined Roller Support

    Source: Journal of Applied Mechanics:;2018:;volume( 085 ):;issue: 009::page 91008
    Author:
    Lenci, Stefano
    DOI: 10.1115/1.4040453
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper addresses the problem of isochronous beams, namely those that oscillate with a frequency that is independent of the amplitude also in the nonlinear regime. The mechanism adopted to obtain this goal is that of having, as a boundary condition, a roller that can slide on a given path. A geometrically exact Euler–Bernoulli formulation is considered, and the nonlinear analysis is done by the multiple time scale method, that is applied directly to the partial differential equations governing the motion without an a priori spatial reduction. The analytical expression of the backbone curve is obtained, up to the third-order, and its dependence on the roller path is addressed. Conditions for having a straight backbone curve, i.e., the isochronous beam, are determined explicitly. As a by-product of the main result, the free and forced nonlinear oscillations of a beam with an inclined support sliding on an arbitrary path have been investigated.
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      Isochronous Beams by an Inclined Roller Support

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    contributor authorLenci, Stefano
    date accessioned2019-02-28T10:58:08Z
    date available2019-02-28T10:58:08Z
    date copyright6/18/2018 12:00:00 AM
    date issued2018
    identifier issn0021-8936
    identifier otherjam_085_09_091008.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4251265
    description abstractThe paper addresses the problem of isochronous beams, namely those that oscillate with a frequency that is independent of the amplitude also in the nonlinear regime. The mechanism adopted to obtain this goal is that of having, as a boundary condition, a roller that can slide on a given path. A geometrically exact Euler–Bernoulli formulation is considered, and the nonlinear analysis is done by the multiple time scale method, that is applied directly to the partial differential equations governing the motion without an a priori spatial reduction. The analytical expression of the backbone curve is obtained, up to the third-order, and its dependence on the roller path is addressed. Conditions for having a straight backbone curve, i.e., the isochronous beam, are determined explicitly. As a by-product of the main result, the free and forced nonlinear oscillations of a beam with an inclined support sliding on an arbitrary path have been investigated.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleIsochronous Beams by an Inclined Roller Support
    typeJournal Paper
    journal volume85
    journal issue9
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4040453
    journal fristpage91008
    journal lastpage091008-11
    treeJournal of Applied Mechanics:;2018:;volume( 085 ):;issue: 009
    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
    yabeshDSpacePersian