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    Minimizing Fatigue and Fracture in Steel Bridges

    Source: Journal of Engineering Materials and Technology:;1980:;volume( 102 ):;issue: 001::page 20
    Author:
    J. W. Fisher
    ,
    K. H. Frank
    ,
    B. T. Yen
    DOI: 10.1115/1.3224778
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel bridges are subjected to live loads which produce variable stress ranges in bridge components. At welded bridge details, the existence of initial defects and residual stresses eliminate the initiation stage of fatigue crack growth, and stress range is found to be the controlling factor for crack propagation. Laboratory tests have resulted in stress range-fatigue life relationships for various bridge details. These data correlate well with fracture mechanics theory and with field data. Limits on live load stresses have been adopted for steel bridges. Coupled with material fracture toughness requirements, the stress range limits minimize the probability of fatigue and fracture in steel bridges.
    keyword(s): Fatigue , Fracture (Process) , Steel bridges , Stress , Pavement live loads , Fracture mechanics , Product quality , Residual stresses , Crack propagation , Fatigue cracks , Probability AND Toughness ,
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      Minimizing Fatigue and Fracture in Steel Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/93391
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    • Journal of Engineering Materials and Technology

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    contributor authorJ. W. Fisher
    contributor authorK. H. Frank
    contributor authorB. T. Yen
    date accessioned2017-05-08T23:08:54Z
    date available2017-05-08T23:08:54Z
    date copyrightJanuary, 1980
    date issued1980
    identifier issn0094-4289
    identifier otherJEMTA8-26874#20_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93391
    description abstractSteel bridges are subjected to live loads which produce variable stress ranges in bridge components. At welded bridge details, the existence of initial defects and residual stresses eliminate the initiation stage of fatigue crack growth, and stress range is found to be the controlling factor for crack propagation. Laboratory tests have resulted in stress range-fatigue life relationships for various bridge details. These data correlate well with fracture mechanics theory and with field data. Limits on live load stresses have been adopted for steel bridges. Coupled with material fracture toughness requirements, the stress range limits minimize the probability of fatigue and fracture in steel bridges.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMinimizing Fatigue and Fracture in Steel Bridges
    typeJournal Paper
    journal volume102
    journal issue1
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3224778
    journal fristpage20
    journal lastpage25
    identifier eissn1528-8889
    keywordsFatigue
    keywordsFracture (Process)
    keywordsSteel bridges
    keywordsStress
    keywordsPavement live loads
    keywordsFracture mechanics
    keywordsProduct quality
    keywordsResidual stresses
    keywordsCrack propagation
    keywordsFatigue cracks
    keywordsProbability AND Toughness
    treeJournal of Engineering Materials and Technology:;1980:;volume( 102 ):;issue: 001
    contenttypeFulltext
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