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    Stay‐Cable Fatigue Behavior

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author:
    James M. Stallings
    ,
    Karl H. Frank
    DOI: 10.1061/(ASCE)0733-9445(1991)117:3(936)
    Publisher: American Society of Civil Engineers
    Abstract: Monte Carlo simulation is used to investigate the relationship between the fatigue lives of short‐prestressing strand test specimens and strand stay cables. Cable lives are calculated using statistics determined from the results of fatigue tests of prestressing strand specimens. The cable modeling accounts for the effects of cable length and the number of cable strands on the fatigue life. Three different probability distributions are used to characterize the scatter in the fatigue lives of strand test specimens. Comparisons are made between cable lives calculated using each of the distributions. The predicted cable life is found to be sensitive to the distribution that is used. The distributions produce similar conclusions concerning the relationship between cable length, number of strands, and cable‐fatigue life with the short test specimen behavior.
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      Stay‐Cable Fatigue Behavior

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    contributor authorJames M. Stallings
    contributor authorKarl H. Frank
    date accessioned2017-05-08T20:54:08Z
    date available2017-05-08T20:54:08Z
    date copyrightMarch 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A3%28936%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31092
    description abstractMonte Carlo simulation is used to investigate the relationship between the fatigue lives of short‐prestressing strand test specimens and strand stay cables. Cable lives are calculated using statistics determined from the results of fatigue tests of prestressing strand specimens. The cable modeling accounts for the effects of cable length and the number of cable strands on the fatigue life. Three different probability distributions are used to characterize the scatter in the fatigue lives of strand test specimens. Comparisons are made between cable lives calculated using each of the distributions. The predicted cable life is found to be sensitive to the distribution that is used. The distributions produce similar conclusions concerning the relationship between cable length, number of strands, and cable‐fatigue life with the short test specimen behavior.
    publisherAmerican Society of Civil Engineers
    titleStay‐Cable Fatigue Behavior
    typeJournal Paper
    journal volume117
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:3(936)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    contenttypeFulltext
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