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    Fatigue and Fracture of Steel Girders

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Robert J. Dexter
    ,
    William J. Wright
    ,
    John W. Fisher
    DOI: 10.1061/(ASCE)1084-0702(2004)9:3(278)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of materials selection, design, and detailing of steel girders for fatigue and fracture limit states. The historical context of the fracture control plan for bridges is presented. A discussion of fracture toughness of structural steel and weld metal is presented along with typical Charpy and fracture-toughness test data, including the new high-performance steel A709 HPS 485W. Fatigue of cover plate details and distortion-induced cracking are discussed. Methods of dealing with variable-amplitude loading are then compared to test data.
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      Fatigue and Fracture of Steel Girders

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    contributor authorRobert J. Dexter
    contributor authorWilliam J. Wright
    contributor authorJohn W. Fisher
    date accessioned2017-05-08T21:25:11Z
    date available2017-05-08T21:25:11Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%291084-0702%282004%299%3A3%28278%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50744
    description abstractThis paper presents an overview of materials selection, design, and detailing of steel girders for fatigue and fracture limit states. The historical context of the fracture control plan for bridges is presented. A discussion of fracture toughness of structural steel and weld metal is presented along with typical Charpy and fracture-toughness test data, including the new high-performance steel A709 HPS 485W. Fatigue of cover plate details and distortion-induced cracking are discussed. Methods of dealing with variable-amplitude loading are then compared to test data.
    publisherAmerican Society of Civil Engineers
    titleFatigue and Fracture of Steel Girders
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:3(278)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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