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    General Thin Rod Model for Preslip Bending Response of Strand

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 002
    Author:
    S. Sathikh
    ,
    S. Rajasekaran
    ,
    Jayakumar
    ,
    C. Jebaraj
    DOI: 10.1061/(ASCE)0733-9399(2000)126:2(132)
    Publisher: American Society of Civil Engineers
    Abstract: A general discrete thin rod model to study the preslip response of a strand of helical wires having wires-to-core friction contacts under constant curvature free bending has been developed for the case of Coulomb stick friction that considers together (a) all the three wire forces and three wire couples; (b) more appropriate equations for the wire shear forces; (c) the wire normal force as one of the contributors to strand bending moment; (d) wire external equilibrium; and (e) wire rolling with or without zero net shear on the strand cross section. The individual contributions of wire forces and couples to the strand bending moment for 10 models including EPRI model are compared. Several earlier models are shown to be special cases of the present general model.
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      General Thin Rod Model for Preslip Bending Response of Strand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85140
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    • Journal of Engineering Mechanics

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    contributor authorS. Sathikh
    contributor authorS. Rajasekaran
    contributor authorJayakumar
    contributor authorC. Jebaraj
    date accessioned2017-05-08T22:39:08Z
    date available2017-05-08T22:39:08Z
    date copyrightFebruary 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A2%28132%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85140
    description abstractA general discrete thin rod model to study the preslip response of a strand of helical wires having wires-to-core friction contacts under constant curvature free bending has been developed for the case of Coulomb stick friction that considers together (a) all the three wire forces and three wire couples; (b) more appropriate equations for the wire shear forces; (c) the wire normal force as one of the contributors to strand bending moment; (d) wire external equilibrium; and (e) wire rolling with or without zero net shear on the strand cross section. The individual contributions of wire forces and couples to the strand bending moment for 10 models including EPRI model are compared. Several earlier models are shown to be special cases of the present general model.
    publisherAmerican Society of Civil Engineers
    titleGeneral Thin Rod Model for Preslip Bending Response of Strand
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:2(132)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 002
    contenttypeFulltext
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