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    Fatigue Life of Welded and Bolted Repair Parts

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author:
    T. Yamasaki
    ,
    Y. Kawai
    ,
    Y. Maeda
    DOI: 10.1061/(ASCE)0733-9445(1984)110:10(2499)
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue crack propagation and residual stress measurement tests were conducted by using deep‐notched wide plate specimens with repaired parts. The main purpose of this study was to evaluate numerically the effects of some weld repair methods and a mechanically patching method with high strength grip bolts on residual fatigue life. The test results proved that the conventional welded repair method with no special treatment reduced fatigue life due to high tensile residual stress induced by welding repairs. However, through application of adequate treatment to cracks, compressive residual stress was induced in repair welds to increase the fatigue life. The remaining fatigue life of welded repair parts was further investigated using Fracture Mechanics. The patching method with high strength bolts and welded splice plates, on the other hand, had a remarkable effect on retarding the fatigue crack growth rate by decreasing it after bolted repairs to about 1/100‐1/1,000.
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      Fatigue Life of Welded and Bolted Repair Parts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29140
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    contributor authorT. Yamasaki
    contributor authorY. Kawai
    contributor authorY. Maeda
    date accessioned2017-05-08T20:50:54Z
    date available2017-05-08T20:50:54Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A10%282499%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29140
    description abstractFatigue crack propagation and residual stress measurement tests were conducted by using deep‐notched wide plate specimens with repaired parts. The main purpose of this study was to evaluate numerically the effects of some weld repair methods and a mechanically patching method with high strength grip bolts on residual fatigue life. The test results proved that the conventional welded repair method with no special treatment reduced fatigue life due to high tensile residual stress induced by welding repairs. However, through application of adequate treatment to cracks, compressive residual stress was induced in repair welds to increase the fatigue life. The remaining fatigue life of welded repair parts was further investigated using Fracture Mechanics. The patching method with high strength bolts and welded splice plates, on the other hand, had a remarkable effect on retarding the fatigue crack growth rate by decreasing it after bolted repairs to about 1/100‐1/1,000.
    publisherAmerican Society of Civil Engineers
    titleFatigue Life of Welded and Bolted Repair Parts
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:10(2499)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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