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    Finite Element Model for Hysteretic Friction Damping of Traveling Wave Vibration in Axisymmetric Structures

    Source: Journal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 001::page 11005
    Author:
    X. W. Tangpong
    ,
    J. A. Wickert
    ,
    A. Akay
    DOI: 10.1115/1.2775519
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A finite element method is developed to treat the steady-state vibration of two axisymmetric structures—a base substructure and an attached damper substructure—that are driven by traveling wave excitation and that couple through a spatially distributed hysteretic friction interface. The base substructure is representative of a rotating brake rotor or gear, and the damper is a ring affixed to the base under preload and intended to control vibration through friction along the interface. In the axisymmetric approximation, the equation of motion of each substructure is reduced in order to the number of nodal degrees of freedom through the use of a propagation constant phase shift. Despite nonlinearity and with contact occurring at an arbitrarily large number of nodal points, the response during sticking, or during a combination of sticking and slipping motions, can be determined from a low-order set of computationally tractable nonlinear algebraic equations. The method is applicable to element types for longitudinal and bending vibration, and to an arbitrary number of nodal degrees of freedom in each substructure. In two examples, friction damping of the coupled base and damper is examined in the context of in-plane circumferential vibration (in which case the system is modeled as two unwrapped rods), and of out-of-plane vibration (alternatively, two unwrapped beams). The damper performs most effectively when its natural frequency is well below the base’s natural frequency (in the absence of contact), and also when its natural frequency is well separated from the excitation frequency.
    keyword(s): Waves , Dampers , Damping , Vibration , Friction , Travel , Finite element model AND Motion ,
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      Finite Element Model for Hysteretic Friction Damping of Traveling Wave Vibration in Axisymmetric Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/139638
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    • Journal of Vibration and Acoustics

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    contributor authorX. W. Tangpong
    contributor authorJ. A. Wickert
    contributor authorA. Akay
    date accessioned2017-05-09T00:31:05Z
    date available2017-05-09T00:31:05Z
    date copyrightFebruary, 2008
    date issued2008
    identifier issn1048-9002
    identifier otherJVACEK-28892#011005_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139638
    description abstractA finite element method is developed to treat the steady-state vibration of two axisymmetric structures—a base substructure and an attached damper substructure—that are driven by traveling wave excitation and that couple through a spatially distributed hysteretic friction interface. The base substructure is representative of a rotating brake rotor or gear, and the damper is a ring affixed to the base under preload and intended to control vibration through friction along the interface. In the axisymmetric approximation, the equation of motion of each substructure is reduced in order to the number of nodal degrees of freedom through the use of a propagation constant phase shift. Despite nonlinearity and with contact occurring at an arbitrarily large number of nodal points, the response during sticking, or during a combination of sticking and slipping motions, can be determined from a low-order set of computationally tractable nonlinear algebraic equations. The method is applicable to element types for longitudinal and bending vibration, and to an arbitrary number of nodal degrees of freedom in each substructure. In two examples, friction damping of the coupled base and damper is examined in the context of in-plane circumferential vibration (in which case the system is modeled as two unwrapped rods), and of out-of-plane vibration (alternatively, two unwrapped beams). The damper performs most effectively when its natural frequency is well below the base’s natural frequency (in the absence of contact), and also when its natural frequency is well separated from the excitation frequency.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFinite Element Model for Hysteretic Friction Damping of Traveling Wave Vibration in Axisymmetric Structures
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2775519
    journal fristpage11005
    identifier eissn1528-8927
    keywordsWaves
    keywordsDampers
    keywordsDamping
    keywordsVibration
    keywordsFriction
    keywordsTravel
    keywordsFinite element model AND Motion
    treeJournal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 001
    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