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    Fatigue Under Wide Band Random Stresses Using the Rain-Flow Method

    Source: Journal of Engineering Materials and Technology:;1977:;volume( 099 ):;issue: 003::page 205
    Author:
    P. H. Wirsching
    ,
    A. Mohsen Shehata
    DOI: 10.1115/1.3443520
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A fatigue design procedure is proposed for the structural elements subjected to a stress process, modeled as stationary wide-band gaussian. This procedure, restricted to high cycle fatigue design, uses available constant amplitude material fatigue data and a modified, probability based, Palmgren-Miner (PM) rule. Statistical uncertainty in fatigue behavior and nonstatistical uncertainty in the PM rule are implicitly accounted for by treating the PM index at failure as a random variable. The rain flow method of counting stress cycles is used. The fatigue design algorithm requires only that the RMS and irregularity factor of the stress process be specified in addition to the constant amplitude S-N curve for the material.
    keyword(s): Flow (Dynamics) , Fatigue , Stress , Fatigue design , Cycles , Uncertainty , Failure , Probability , Algorithms AND Structural elements (Construction) ,
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      Fatigue Under Wide Band Random Stresses Using the Rain-Flow Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/89888
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    contributor authorP. H. Wirsching
    contributor authorA. Mohsen Shehata
    date accessioned2017-05-08T23:02:53Z
    date available2017-05-08T23:02:53Z
    date copyrightJuly, 1977
    date issued1977
    identifier issn0094-4289
    identifier otherJEMTA8-26855#205_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/89888
    description abstractA fatigue design procedure is proposed for the structural elements subjected to a stress process, modeled as stationary wide-band gaussian. This procedure, restricted to high cycle fatigue design, uses available constant amplitude material fatigue data and a modified, probability based, Palmgren-Miner (PM) rule. Statistical uncertainty in fatigue behavior and nonstatistical uncertainty in the PM rule are implicitly accounted for by treating the PM index at failure as a random variable. The rain flow method of counting stress cycles is used. The fatigue design algorithm requires only that the RMS and irregularity factor of the stress process be specified in addition to the constant amplitude S-N curve for the material.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFatigue Under Wide Band Random Stresses Using the Rain-Flow Method
    typeJournal Paper
    journal volume99
    journal issue3
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3443520
    journal fristpage205
    journal lastpage211
    identifier eissn1528-8889
    keywordsFlow (Dynamics)
    keywordsFatigue
    keywordsStress
    keywordsFatigue design
    keywordsCycles
    keywordsUncertainty
    keywordsFailure
    keywordsProbability
    keywordsAlgorithms AND Structural elements (Construction)
    treeJournal of Engineering Materials and Technology:;1977:;volume( 099 ):;issue: 003
    contenttypeFulltext
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