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    Reference Stress Based Approach to Predict Failure Strength of Pipes With Local Wall Thinning Under Single Loading

    Source: Journal of Pressure Vessel Technology:;2004:;volume( 126 ):;issue: 002::page 194
    Author:
    Yun-Jae Kim
    ,
    Do-Jun Shim
    ,
    Hwan Lim
    ,
    Young-Jin Kim
    DOI: 10.1115/1.1687379
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a new method to estimate failure strength of a pipe with local wall thinning. The method is based on the equivalent stress averaged over the minimum ligament in the locally wall thinned region. The highlight of the proposed method is to propose a simple scheme to estimate the equivalent stress in the minimum ligament. Inspired by the reference stress method for approximate creep stress analysis, approximate estimation equations are proposed for the equivalent stress in the minimum ligament, which are then calibrated using detailed elastic-plastic three-dimensional FE analysis. Remarkably the resulting estimation equations are found to be insensitive not only to pipe and defect geometries but also to material. Comparison of failure loads, predicted according to the proposed method, with published test data for corroded pipes shows excellent agreement, which provides confidence in the use of the proposed method to assess local wall thinning in pipes. Furthermore, the proposed method is conceptually simple and thus easy to be extended to more complex situations.
    keyword(s): Stress , Pipes , Failure , Pressure , Finite element analysis AND Tension ,
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      Reference Stress Based Approach to Predict Failure Strength of Pipes With Local Wall Thinning Under Single Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/130698
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    contributor authorYun-Jae Kim
    contributor authorDo-Jun Shim
    contributor authorHwan Lim
    contributor authorYoung-Jin Kim
    date accessioned2017-05-09T00:14:11Z
    date available2017-05-09T00:14:11Z
    date copyrightMay, 2004
    date issued2004
    identifier issn0094-9930
    identifier otherJPVTAS-28438#194_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130698
    description abstractThis paper proposes a new method to estimate failure strength of a pipe with local wall thinning. The method is based on the equivalent stress averaged over the minimum ligament in the locally wall thinned region. The highlight of the proposed method is to propose a simple scheme to estimate the equivalent stress in the minimum ligament. Inspired by the reference stress method for approximate creep stress analysis, approximate estimation equations are proposed for the equivalent stress in the minimum ligament, which are then calibrated using detailed elastic-plastic three-dimensional FE analysis. Remarkably the resulting estimation equations are found to be insensitive not only to pipe and defect geometries but also to material. Comparison of failure loads, predicted according to the proposed method, with published test data for corroded pipes shows excellent agreement, which provides confidence in the use of the proposed method to assess local wall thinning in pipes. Furthermore, the proposed method is conceptually simple and thus easy to be extended to more complex situations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleReference Stress Based Approach to Predict Failure Strength of Pipes With Local Wall Thinning Under Single Loading
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.1687379
    journal fristpage194
    journal lastpage201
    identifier eissn1528-8978
    keywordsStress
    keywordsPipes
    keywordsFailure
    keywordsPressure
    keywordsFinite element analysis AND Tension
    treeJournal of Pressure Vessel Technology:;2004:;volume( 126 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian