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    Free-Wave Dispersion Curves of a Multi-Supported String

    Source: Journal of Vibration and Acoustics:;2011:;volume( 133 ):;issue: 006::page 61011
    Author:
    Benjamin A. Cray
    ,
    Andrew J. Hull
    ,
    Albert H. Nuttall
    DOI: 10.1115/1.4005003
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Free-wave propagation of an infinite, tensioned string, supported along its length by repeating segments of multiple spring-mass connections, is examined. The segments can consist of an arbitrary number of different support sets and be of any overall length. Periodicity is intrinsic, since the segments repeat; the goal, though, is to examine what effect variations within the segments have on dispersion. The formulation reveals an unexpected amount of complexity for such a simply posed system. Each support set has independent mass, stiffness, and viscous damping, and the sets are allowed to be offset from one another. A free-wave dispersion formula is derived for two sets of supports (Q = 2) and compared to the well-known ideally periodic expression (Q = 1). A means to obtain general dispersion formulas, for any Q, is discussed. It is shown that the systems’ dispersion curves are primarily governed by the material properties of the string and by the location of the supports.
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      Free-Wave Dispersion Curves of a Multi-Supported String

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    http://yetl.yabesh.ir/yetl1/handle/yetl/147896
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    contributor authorBenjamin A. Cray
    contributor authorAndrew J. Hull
    contributor authorAlbert H. Nuttall
    date accessioned2017-05-09T00:47:40Z
    date available2017-05-09T00:47:40Z
    date copyrightDecember, 2011
    date issued2011
    identifier issn1048-9002
    identifier otherJVACEK-28916#061011_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147896
    description abstractFree-wave propagation of an infinite, tensioned string, supported along its length by repeating segments of multiple spring-mass connections, is examined. The segments can consist of an arbitrary number of different support sets and be of any overall length. Periodicity is intrinsic, since the segments repeat; the goal, though, is to examine what effect variations within the segments have on dispersion. The formulation reveals an unexpected amount of complexity for such a simply posed system. Each support set has independent mass, stiffness, and viscous damping, and the sets are allowed to be offset from one another. A free-wave dispersion formula is derived for two sets of supports (Q = 2) and compared to the well-known ideally periodic expression (Q = 1). A means to obtain general dispersion formulas, for any Q, is discussed. It is shown that the systems’ dispersion curves are primarily governed by the material properties of the string and by the location of the supports.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFree-Wave Dispersion Curves of a Multi-Supported String
    typeJournal Paper
    journal volume133
    journal issue6
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4005003
    journal fristpage61011
    identifier eissn1528-8927
    treeJournal of Vibration and Acoustics:;2011:;volume( 133 ):;issue: 006
    contenttypeFulltext
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