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    Effect of Ripple Load on Stress-Corrosion Cracking in Structural Steels

    Source: Journal of Engineering Materials and Technology:;1991:;volume( 113 ):;issue: 001::page 125
    Author:
    P. S. Pao
    ,
    G. R. Yoder
    ,
    R. A. Bayles
    DOI: 10.1115/1.2903367
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The presence of small ripple loading can, under certain circumstances, significantly reduce time-to-failure and threshold stress intensity for stress-corrosion cracking (SCC) of steels. A predictive framework for such ripple-loading effects (RLE) is developed from concepts and descriptors used in SCC and corrosion fatigue characterization. The proposed framework is capable of defining critical conditions required for the occurrence of RLE and predicting the time-to-failure curves. The agreement between the predicted and laboratory data is excellent.
    keyword(s): Stress corrosion cracking , Stress , Structural steel , Fracture (Process) , Failure , Fatigue , Steel AND Corrosion ,
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      Effect of Ripple Load on Stress-Corrosion Cracking in Structural Steels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/108652
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    • Journal of Engineering Materials and Technology

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    contributor authorP. S. Pao
    contributor authorG. R. Yoder
    contributor authorR. A. Bayles
    date accessioned2017-05-08T23:35:43Z
    date available2017-05-08T23:35:43Z
    date copyrightJanuary, 1991
    date issued1991
    identifier issn0094-4289
    identifier otherJEMTA8-26940#125_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108652
    description abstractThe presence of small ripple loading can, under certain circumstances, significantly reduce time-to-failure and threshold stress intensity for stress-corrosion cracking (SCC) of steels. A predictive framework for such ripple-loading effects (RLE) is developed from concepts and descriptors used in SCC and corrosion fatigue characterization. The proposed framework is capable of defining critical conditions required for the occurrence of RLE and predicting the time-to-failure curves. The agreement between the predicted and laboratory data is excellent.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Ripple Load on Stress-Corrosion Cracking in Structural Steels
    typeJournal Paper
    journal volume113
    journal issue1
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.2903367
    journal fristpage125
    journal lastpage129
    identifier eissn1528-8889
    keywordsStress corrosion cracking
    keywordsStress
    keywordsStructural steel
    keywordsFracture (Process)
    keywordsFailure
    keywordsFatigue
    keywordsSteel AND Corrosion
    treeJournal of Engineering Materials and Technology:;1991:;volume( 113 ):;issue: 001
    contenttypeFulltext
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