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    Residual Strength of Cable Stay Strands from Blast Qualification

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author:
    Justin M. Ocel
    ,
    Jason Provines
    ,
    Vincent P. Charito
    ,
    Gregory M. Jizba
    DOI: 10.1061/(ASCE)BE.1943-5592.0001452
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the residual strength of damaged strand and wires from protected cable stay bundles subjected to severe blast qualification tests. This effort was motivated by the question: What reserve strength is available, if any, in damaged strands and wires from protected cable stay bundles surviving a blast test? This question arises from performance requirements to evaluate the adequacy of protection mitigation measures for cable stay bundles. To address this question, selected strands and wires from cable stay bundles had their damage characterized and were tested in tension, and then their tension capacity was compared with that of undamaged strands or wires. Testing revealed cold work of the strands from the blast reduces the residual strength by a mean value of 5% and, based on these results, it is recommended to apply a strength reduction factor of 0.95 to all intact or non-severed wires in a cable stay bundle for future blast qualification tests.
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      Residual Strength of Cable Stay Strands from Blast Qualification

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    contributor authorJustin M. Ocel
    contributor authorJason Provines
    contributor authorVincent P. Charito
    contributor authorGregory M. Jizba
    date accessioned2019-09-18T10:37:49Z
    date available2019-09-18T10:37:49Z
    date issued2019
    identifier other%28ASCE%29BE.1943-5592.0001452.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259577
    description abstractThis paper describes the residual strength of damaged strand and wires from protected cable stay bundles subjected to severe blast qualification tests. This effort was motivated by the question: What reserve strength is available, if any, in damaged strands and wires from protected cable stay bundles surviving a blast test? This question arises from performance requirements to evaluate the adequacy of protection mitigation measures for cable stay bundles. To address this question, selected strands and wires from cable stay bundles had their damage characterized and were tested in tension, and then their tension capacity was compared with that of undamaged strands or wires. Testing revealed cold work of the strands from the blast reduces the residual strength by a mean value of 5% and, based on these results, it is recommended to apply a strength reduction factor of 0.95 to all intact or non-severed wires in a cable stay bundle for future blast qualification tests.
    publisherAmerican Society of Civil Engineers
    titleResidual Strength of Cable Stay Strands from Blast Qualification
    typeJournal Paper
    journal volume24
    journal issue8
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001452
    page04019083
    treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    contenttypeFulltext
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