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    Experimental Study on Fatigue Strength of Corroded Bridge Wires

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003
    Author:
    Shunichi
    ,
    Nakamura
    ,
    Keita
    ,
    Suzumura
    DOI: 10.1061/(ASCE)BE.1943-5592.0000366
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue tests were conducted for corroded galvanized steel wires on three corrosion levels, showing that fatigue strength of corroded wires lowers as corrosion progresses. Corrosion pits were measured on the corroded specimens, showing severer corrosion produced deeper pits in more condensed areas. Fatigue tests were then conducted for wire specimens with artificial pits whose sizes were decided by the measured corrosion pit data. Three different pit shapes were assumed: round, triangle, and triangle with a notch. The wire specimens with round pits did not break until 1 million cycles in the stress range of 400 MPa. The fatigue strength of wires with the triangular pit was lower than that with a round shape. Triangular pit specimens broke at fewer cycles for shorter pit length. The fatigue strength of wires with a notched triangle further decreased, and critical cycles did not depend on pit length. As the
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      Experimental Study on Fatigue Strength of Corroded Bridge Wires

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56911
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    contributor authorShunichi
    contributor authorNakamura
    contributor authorKeita
    contributor authorSuzumura
    date accessioned2017-05-08T21:35:25Z
    date available2017-05-08T21:35:25Z
    date copyrightMarch 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000368.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56911
    description abstractFatigue tests were conducted for corroded galvanized steel wires on three corrosion levels, showing that fatigue strength of corroded wires lowers as corrosion progresses. Corrosion pits were measured on the corroded specimens, showing severer corrosion produced deeper pits in more condensed areas. Fatigue tests were then conducted for wire specimens with artificial pits whose sizes were decided by the measured corrosion pit data. Three different pit shapes were assumed: round, triangle, and triangle with a notch. The wire specimens with round pits did not break until 1 million cycles in the stress range of 400 MPa. The fatigue strength of wires with the triangular pit was lower than that with a round shape. Triangular pit specimens broke at fewer cycles for shorter pit length. The fatigue strength of wires with a notched triangle further decreased, and critical cycles did not depend on pit length. As the
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on Fatigue Strength of Corroded Bridge Wires
    typeJournal Paper
    journal volume18
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000366
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003
    contenttypeFulltext
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