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    Prediction Method for Plastic Collapse of Circumferentially Cracked Pipes Subjected to Combined Bending and Torsion Moments

    Source: Journal of Pressure Vessel Technology:;2012:;volume( 134 ):;issue: 006::page 61207
    Author:
    Yinsheng Li
    ,
    Kunio Hasegawa
    ,
    Phuong H. Hoang
    ,
    Bostjan Bezensek
    DOI: 10.1115/1.4007032
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: When a crack is detected in a pipe during in-service inspection, the failure estimation method given in the Codes such as the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Section XI or the Japan Society of Mechanical Engineers (JSME) S NA-1-2008 can be applied to assess the integrity of the pipe. In the current edition of the ASME Code Section XI, the failure estimation method is provided for combined bending moment and pressure loads. The provision of evaluating torsion load is not made in the ASME Code Section XI. In this paper, finite element analyses are conducted for stainless steel pipes with a circumferential surface crack subjected to the combined bending and torsion moments, focusing on the entire range of torsion moments, including pure torsion. The effect of the internal pressure on failure behavior is also investigated. Based on the analysis results, a prediction method for plastic collapse under the combined loading conditions of bending and torsion is proposed for the general magnitude of torsion moments.
    keyword(s): Torsion , Pipes , Collapse , Stress , Pressure , Fracture (Materials) AND Failure ,
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      Prediction Method for Plastic Collapse of Circumferentially Cracked Pipes Subjected to Combined Bending and Torsion Moments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/150040
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    contributor authorYinsheng Li
    contributor authorKunio Hasegawa
    contributor authorPhuong H. Hoang
    contributor authorBostjan Bezensek
    date accessioned2017-05-09T00:53:52Z
    date available2017-05-09T00:53:52Z
    date copyright41244
    date issued2012
    identifier issn0094-9930
    identifier otherJPVTAS-926532#pvt_134_6_061207.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150040
    description abstractWhen a crack is detected in a pipe during in-service inspection, the failure estimation method given in the Codes such as the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code Section XI or the Japan Society of Mechanical Engineers (JSME) S NA-1-2008 can be applied to assess the integrity of the pipe. In the current edition of the ASME Code Section XI, the failure estimation method is provided for combined bending moment and pressure loads. The provision of evaluating torsion load is not made in the ASME Code Section XI. In this paper, finite element analyses are conducted for stainless steel pipes with a circumferential surface crack subjected to the combined bending and torsion moments, focusing on the entire range of torsion moments, including pure torsion. The effect of the internal pressure on failure behavior is also investigated. Based on the analysis results, a prediction method for plastic collapse under the combined loading conditions of bending and torsion is proposed for the general magnitude of torsion moments.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePrediction Method for Plastic Collapse of Circumferentially Cracked Pipes Subjected to Combined Bending and Torsion Moments
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4007032
    journal fristpage61207
    identifier eissn1528-8978
    keywordsTorsion
    keywordsPipes
    keywordsCollapse
    keywordsStress
    keywordsPressure
    keywordsFracture (Materials) AND Failure
    treeJournal of Pressure Vessel Technology:;2012:;volume( 134 ):;issue: 006
    contenttypeFulltext
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