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    Residual Stress Effects in Fatigue of Welded Joints

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    Shahram Sarkani
    ,
    Loren D. Lutes
    DOI: 10.1061/(ASCE)0733-9445(1988)114:2(462)
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results from constant amplitude fatigue tests are analyzed to account for the possible effect of residual stresses induced by welding of the specimens. It is shown that large amplitude precycling of a welded specimen can significantly change the S‐N curve for the specimen. Primarily the precycling reduces the fatigue damage caused by subsequent small amplitude cycles. Using simple hypotheses for the initial stress state and the following stress‐strain behavior, it is shown that Gerber's formula for the effect of mean stress gives results agreeing with the experimental data. Finally it is shown that consideration of residual stresses changes the S‐N curve enough to cause significant modification of the variable amplitude fatigue life predicted by the Rayleigh approximation.
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      Residual Stress Effects in Fatigue of Welded Joints

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    contributor authorShahram Sarkani
    contributor authorLoren D. Lutes
    date accessioned2017-05-08T20:52:52Z
    date available2017-05-08T20:52:52Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A2%28462%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30283
    description abstractExperimental results from constant amplitude fatigue tests are analyzed to account for the possible effect of residual stresses induced by welding of the specimens. It is shown that large amplitude precycling of a welded specimen can significantly change the S‐N curve for the specimen. Primarily the precycling reduces the fatigue damage caused by subsequent small amplitude cycles. Using simple hypotheses for the initial stress state and the following stress‐strain behavior, it is shown that Gerber's formula for the effect of mean stress gives results agreeing with the experimental data. Finally it is shown that consideration of residual stresses changes the S‐N curve enough to cause significant modification of the variable amplitude fatigue life predicted by the Rayleigh approximation.
    publisherAmerican Society of Civil Engineers
    titleResidual Stress Effects in Fatigue of Welded Joints
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:2(462)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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