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    Fatigue Strength of Weathered A588 Steel Beams

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    Author:
    Pedro Albrecht
    ,
    Akhrawat Lenwari
    DOI: 10.1061/(ASCE)1084-0702(2009)14:6(436)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the fatigue behavior of 39 welded and 12 cover-plated beams fabricated from A588 weathering steel. One set of beams was boldly exposed to the environment; the other was exposed under a metal deck that simulated the shelter provided by highway bridge decks and was lightly sprayed with a salt solution during the winter months. The test data showed that the boldly exposed, welded and cover-plated beams had Categories B and D fatigue strengths, respectively, after 45 and 74 months of weathering. The cover-plated beams had initially high fatigue strength because of their high weld quality. The fatigue strength will continue to degrade with exposure time. All sheltered beams had Category E fatigue strength after 62–72 months of weathering as a result of very severe corrosion and pitting. Such losses are unacceptable. To stop the degradation of fatigue strength, severely corroding weathering steel bridges should be painted without delay.
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      Fatigue Strength of Weathered A588 Steel Beams

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    contributor authorPedro Albrecht
    contributor authorAkhrawat Lenwari
    date accessioned2017-05-08T21:25:54Z
    date available2017-05-08T21:25:54Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%291084-0702%282009%2914%3A6%28436%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51207
    description abstractThis paper presents the fatigue behavior of 39 welded and 12 cover-plated beams fabricated from A588 weathering steel. One set of beams was boldly exposed to the environment; the other was exposed under a metal deck that simulated the shelter provided by highway bridge decks and was lightly sprayed with a salt solution during the winter months. The test data showed that the boldly exposed, welded and cover-plated beams had Categories B and D fatigue strengths, respectively, after 45 and 74 months of weathering. The cover-plated beams had initially high fatigue strength because of their high weld quality. The fatigue strength will continue to degrade with exposure time. All sheltered beams had Category E fatigue strength after 62–72 months of weathering as a result of very severe corrosion and pitting. Such losses are unacceptable. To stop the degradation of fatigue strength, severely corroding weathering steel bridges should be painted without delay.
    publisherAmerican Society of Civil Engineers
    titleFatigue Strength of Weathered A588 Steel Beams
    typeJournal Paper
    journal volume14
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2009)14:6(436)
    treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 006
    contenttypeFulltext
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