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    Corrosion and Embrittlement in High-Strength Wires of Suspension Bridge Cables

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author:
    R. Betti
    ,
    A. C. West
    ,
    G. Vermaas
    ,
    Y. Cao
    DOI: 10.1061/(ASCE)1084-0702(2005)10:2(151)
    Publisher: American Society of Civil Engineers
    Abstract: An in-depth analysis of the deterioration mechanisms in high-strength wires of suspension bridge cables is presented. Accelerated cyclic corrosion tests were conducted to assess the relative effect of corrosion on galvanized and ungalvanized wires. Samples were corroded under various levels of sustained loads in a cabinet that cyclically applied an acidic salt spray, dry conditions, and 100% relative humidity at elevated temperature, and mass loss, hydrogen concentration, ultimate load, and elongation at failure were measured. Elongation measurements indicated a significant embrittlement of the wires that could not be explained solely by the presence of absorbed hydrogen (hydrogen embrittlement). The main cause of reduction of wire elongation was found to be the surface irregularities induced by the corrosion process. The experimental results were validated through a numerical analysis using a finite-element method model of the corroded steel wire and through a series of scanning electron microscope analyses of the fracture surfaces.
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      Corrosion and Embrittlement in High-Strength Wires of Suspension Bridge Cables

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/50814
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    • Journal of Bridge Engineering

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    contributor authorR. Betti
    contributor authorA. C. West
    contributor authorG. Vermaas
    contributor authorY. Cao
    date accessioned2017-05-08T21:25:16Z
    date available2017-05-08T21:25:16Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%291084-0702%282005%2910%3A2%28151%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50814
    description abstractAn in-depth analysis of the deterioration mechanisms in high-strength wires of suspension bridge cables is presented. Accelerated cyclic corrosion tests were conducted to assess the relative effect of corrosion on galvanized and ungalvanized wires. Samples were corroded under various levels of sustained loads in a cabinet that cyclically applied an acidic salt spray, dry conditions, and 100% relative humidity at elevated temperature, and mass loss, hydrogen concentration, ultimate load, and elongation at failure were measured. Elongation measurements indicated a significant embrittlement of the wires that could not be explained solely by the presence of absorbed hydrogen (hydrogen embrittlement). The main cause of reduction of wire elongation was found to be the surface irregularities induced by the corrosion process. The experimental results were validated through a numerical analysis using a finite-element method model of the corroded steel wire and through a series of scanning electron microscope analyses of the fracture surfaces.
    publisherAmerican Society of Civil Engineers
    titleCorrosion and Embrittlement in High-Strength Wires of Suspension Bridge Cables
    typeJournal Paper
    journal volume10
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2005)10:2(151)
    treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    contenttypeFulltext
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