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    Bending-Induced Stresses in Seven-Wire Strands with Wedge Grips

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008::page 04025049-1
    Author:
    Lin, Qian
    ,
    Tabatabai, Habib
    DOI: 10.1061/JBENF2.BEENG-7388
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Modern stay cables are typically composed of parallel seven-wire greased-and-sheathed strands that are bundled together. Each strand is terminated at wedges in an anchor head. Studying the bending properties of bundled cable-stayed members ... Practical Applications This paper addresses bending-induced stresses near termination points of a single 7-wire steel strand due to the application of transverse loads on the strand. When considering the bending of parallel 7-wire stay cables under the ...
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      Bending-Induced Stresses in Seven-Wire Strands with Wedge Grips

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314281
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    contributor authorLin, Qian
    contributor authorTabatabai, Habib
    date accessioned2026-08-20T21:19:09Z
    date available2026-08-20T21:19:09Z
    date copyright2025/06/04
    date issued2025
    identifier otherJBENF2.BEENG-7388.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314281
    description abstractAbstract Modern stay cables are typically composed of parallel seven-wire greased-and-sheathed strands that are bundled together. Each strand is terminated at wedges in an anchor head. Studying the bending properties of bundled cable-stayed members ... Practical Applications This paper addresses bending-induced stresses near termination points of a single 7-wire steel strand due to the application of transverse loads on the strand. When considering the bending of parallel 7-wire stay cables under the ...
    publisherAmerican Society of Civil Engineers
    titleBending-Induced Stresses in Seven-Wire Strands with Wedge Grips
    typeJournal Article
    journal volume30
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7388
    journal fristpage04025049-1
    journal lastpage04025049-12
    page12
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 008
    contenttypeFulltext
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