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    Prediction of Fully Plastic Collapse Stresses for Pipes With Two Circumferential Flaws

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 002::page 21209
    Author:
    Kunio Hasegawa
    ,
    Koichi Saito
    ,
    Fuminori Iwamatsu
    ,
    Katsumasa Miyazaki
    DOI: 10.1115/1.3066967
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fully plastic collapse stress for a single circumferential flaw on a pipe is evaluated by the limit load criteria in accordance with the JSME Code S NA-1-2004 and the ASME Code Section XI. However, multiple flaws such as stress corrosion cracking are frequently detected in the same circumferential cross section in a pipe. If the distance between adjacent flaws is short, the two flaws are combined as a single flaw in compliance with combination rules. If the two flaws separated by a large distance, it is not required to combine two flaws. However, there is no evaluation method for two separated flaws in a pipe in the JSME and ASME Codes. Plastic collapse stresses for pipes with two symmetrical circumferential flaws based on net-stress approach had been proposed by one of the authors. Bending tests were performed on Type 304 stainless steel pipes with two symmetrical circumferential flaws. Consequently, it was shown that the proposed method can predict well the plastic collapse stresses for pipes with two flaws. In addition, it is also shown that this method is appropriate to use in fitness-for-service procedures, and higher plastic collapse stresses are expected, compared with current prediction methods for pipes with two flaws.
    keyword(s): Stress , Pipes , Collapse AND Symmetry (Physics) ,
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      Prediction of Fully Plastic Collapse Stresses for Pipes With Two Circumferential Flaws

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    http://yetl.yabesh.ir/yetl1/handle/yetl/141835
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    contributor authorKunio Hasegawa
    contributor authorKoichi Saito
    contributor authorFuminori Iwamatsu
    contributor authorKatsumasa Miyazaki
    date accessioned2017-05-09T00:35:09Z
    date available2017-05-09T00:35:09Z
    date copyrightApril, 2009
    date issued2009
    identifier issn0094-9930
    identifier otherJPVTAS-28506#021209_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/141835
    description abstractFully plastic collapse stress for a single circumferential flaw on a pipe is evaluated by the limit load criteria in accordance with the JSME Code S NA-1-2004 and the ASME Code Section XI. However, multiple flaws such as stress corrosion cracking are frequently detected in the same circumferential cross section in a pipe. If the distance between adjacent flaws is short, the two flaws are combined as a single flaw in compliance with combination rules. If the two flaws separated by a large distance, it is not required to combine two flaws. However, there is no evaluation method for two separated flaws in a pipe in the JSME and ASME Codes. Plastic collapse stresses for pipes with two symmetrical circumferential flaws based on net-stress approach had been proposed by one of the authors. Bending tests were performed on Type 304 stainless steel pipes with two symmetrical circumferential flaws. Consequently, it was shown that the proposed method can predict well the plastic collapse stresses for pipes with two flaws. In addition, it is also shown that this method is appropriate to use in fitness-for-service procedures, and higher plastic collapse stresses are expected, compared with current prediction methods for pipes with two flaws.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePrediction of Fully Plastic Collapse Stresses for Pipes With Two Circumferential Flaws
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3066967
    journal fristpage21209
    identifier eissn1528-8978
    keywordsStress
    keywordsPipes
    keywordsCollapse AND Symmetry (Physics)
    treeJournal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 002
    contenttypeFulltext
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