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    Residual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011::page 04025072-1
    Author:
    Sajid, Hizb Ullah
    ,
    Barrett, Timothy
    ,
    Chiarito, Vincent
    ,
    Slein, Ryan
    DOI: 10.1061/JBENF2.BEENG-7568
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Fire-induced extreme temperature events can rapidly degrade the fatigue capacity of stay cable strands. This paper investigates the residual fatigue performance of fire-exposed stay cable strands to help bridge owners assess whether a cable-...
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      Residual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314302
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    contributor authorSajid, Hizb Ullah
    contributor authorBarrett, Timothy
    contributor authorChiarito, Vincent
    contributor authorSlein, Ryan
    date accessioned2026-08-20T21:20:02Z
    date available2026-08-20T21:20:02Z
    date copyright2025/08/26
    date issued2025
    identifier otherJBENF2.BEENG-7568.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314302
    description abstractAbstract Fire-induced extreme temperature events can rapidly degrade the fatigue capacity of stay cable strands. This paper investigates the residual fatigue performance of fire-exposed stay cable strands to help bridge owners assess whether a cable-...
    publisherAmerican Society of Civil Engineers
    titleResidual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats
    typeJournal Article
    journal volume30
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7568
    journal fristpage04025072-1
    journal lastpage04025072-11
    page11
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 011
    contenttypeFulltext
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