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    Failure Mode and Failure Strengths for Wall Thinning Straight Pipes and Elbows Subjected to Seismic Loading

    Source: Journal of Pressure Vessel Technology:;2008:;volume( 130 ):;issue: 001::page 11404
    Author:
    Kunio Hasegawa
    ,
    Katsumasa Miyazaki
    ,
    Izumi Nakamura
    DOI: 10.1115/1.2826425
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: It is important to assess the failure strengths for pipes with wall thinning to maintain the integrity of the piping systems and to make codification of allowable wall thinning. Full-scale fracture experiments on cyclic loading under constant internal pressure were performed for 4in. diameter straight pipes and 8in. diameter elbow pipes at ambient temperature. The experiments were low cycle fatigue under displacement controlled conditions. It is shown that a dominant failure mode under cyclic loading for straight pipes and elbows is crack initiation∕growth accompanying swelling by ratchet or buckling with crack initiation. When the thinning depth is deep, the failure mode is burst and crack growth with ratchet swelling. In addition, failure strengths were compared with the design fatigue curve of the ASME Code Sec. III. It is shown that pipes with wall thinning less than 50% of wall thickness have sufficient margins against a seismic event of the safety shutdown earthquake.
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      Failure Mode and Failure Strengths for Wall Thinning Straight Pipes and Elbows Subjected to Seismic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/139247
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    contributor authorKunio Hasegawa
    contributor authorKatsumasa Miyazaki
    contributor authorIzumi Nakamura
    date accessioned2017-05-09T00:30:21Z
    date available2017-05-09T00:30:21Z
    date copyrightFebruary, 2008
    date issued2008
    identifier issn0094-9930
    identifier otherJPVTAS-28489#011404_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139247
    description abstractIt is important to assess the failure strengths for pipes with wall thinning to maintain the integrity of the piping systems and to make codification of allowable wall thinning. Full-scale fracture experiments on cyclic loading under constant internal pressure were performed for 4in. diameter straight pipes and 8in. diameter elbow pipes at ambient temperature. The experiments were low cycle fatigue under displacement controlled conditions. It is shown that a dominant failure mode under cyclic loading for straight pipes and elbows is crack initiation∕growth accompanying swelling by ratchet or buckling with crack initiation. When the thinning depth is deep, the failure mode is burst and crack growth with ratchet swelling. In addition, failure strengths were compared with the design fatigue curve of the ASME Code Sec. III. It is shown that pipes with wall thinning less than 50% of wall thickness have sufficient margins against a seismic event of the safety shutdown earthquake.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFailure Mode and Failure Strengths for Wall Thinning Straight Pipes and Elbows Subjected to Seismic Loading
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2826425
    journal fristpage11404
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2008:;volume( 130 ):;issue: 001
    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