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    Coupling Behavior of Wire Ropes Subjected to Tensile Impulses

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 008
    Author:
    J. Y. R. Yen
    ,
    C. H. Chen
    ,
    S. C. Chung
    DOI: 10.1061/(ASCE)0733-9399(2009)135:8(796)
    Publisher: American Society of Civil Engineers
    Abstract: To determine the stress state of a wire rope is tedious although analytical solution of a simple rope subjected to static load is available. While facing the problems involving complex ropes, it is usual practice to take approximations based upon the concepts of an average stress state for the constitutive ropes or for every wire. For a statically loaded cable superimposed with a tensile impulse, practically in sudden lifting of a heavy weight, the coupled axial-shearing strain waves in the cable has rarely been studied and explored through analytical approaches. Based on Costello’s force-deformation relationship and elastic wave propagation theory, analysis procedures and results are presented in this paper. Time-dependent coupled axial-torsional displacements and axial-shearing strain waves in a simple straight wire rope, due to a longitudinal impact at one end, are obtained. At the instance of the strike, a pair of coupled primary axial-torsional waves is created and begins to travel in the cable independently with different speed. Meanwhile, a coupling induced secondary torsional wave and an axial wave were observed to travel with the primary axial wave and the primary torsional wave, respectively. Phenomenon such as the traveling, reflections from ends, and intersections of the primary waves as well as the secondary wave are presented. Information provided in this paper would be useful in the study of unexpected overstress and/or fatigue problems.
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      Coupling Behavior of Wire Ropes Subjected to Tensile Impulses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86706
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    contributor authorJ. Y. R. Yen
    contributor authorC. H. Chen
    contributor authorS. C. Chung
    date accessioned2017-05-08T22:41:37Z
    date available2017-05-08T22:41:37Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A8%28796%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86706
    description abstractTo determine the stress state of a wire rope is tedious although analytical solution of a simple rope subjected to static load is available. While facing the problems involving complex ropes, it is usual practice to take approximations based upon the concepts of an average stress state for the constitutive ropes or for every wire. For a statically loaded cable superimposed with a tensile impulse, practically in sudden lifting of a heavy weight, the coupled axial-shearing strain waves in the cable has rarely been studied and explored through analytical approaches. Based on Costello’s force-deformation relationship and elastic wave propagation theory, analysis procedures and results are presented in this paper. Time-dependent coupled axial-torsional displacements and axial-shearing strain waves in a simple straight wire rope, due to a longitudinal impact at one end, are obtained. At the instance of the strike, a pair of coupled primary axial-torsional waves is created and begins to travel in the cable independently with different speed. Meanwhile, a coupling induced secondary torsional wave and an axial wave were observed to travel with the primary axial wave and the primary torsional wave, respectively. Phenomenon such as the traveling, reflections from ends, and intersections of the primary waves as well as the secondary wave are presented. Information provided in this paper would be useful in the study of unexpected overstress and/or fatigue problems.
    publisherAmerican Society of Civil Engineers
    titleCoupling Behavior of Wire Ropes Subjected to Tensile Impulses
    typeJournal Paper
    journal volume135
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:8(796)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 008
    contenttypeFulltext
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