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    Flexibility Factors and Stress Indices for Piping Components With D/T ≧ 100 Subjected to In-Plane or Out-of-Plane Moment

    Source: Journal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 004::page 374
    Author:
    T. Fujimoto
    ,
    T. Soh
    DOI: 10.1115/1.3265619
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The finite element analyses are carried out for the several piping components (D /T ≧ 100) subjected to in-plane or out-of-plane moment. For the stress evaluation of the chemical plant piping systems, ANSI B31.3 is usually applied. But the stress intensification factors and flexibility factors in this code are mainly for a heavy-wall-thickness pipe, so it is necessary to reconsider these factors for a thin-wall-thickness pipe with a large diameter. In our study, several finite element analyses using MSC/NASTRAN program were performed on the pipe bends (elbow or miter bend, 0.01 ≦ h ≦ 0.2) and the unreinforced fabricated tees (50 ≦ D /T r ≦ 300, 0.5 ≦ d /D ≦ 0.95, 0.25 ≦ T b /T r ≦ 0.95), and the empirical formulas for the flexibility factors and the stress indices, due to out-of-plane or in-plane moment, were proposed. Experimental stress analyses for the piping components with D /T r = 127 were also carried out, and it was confirmed that the results agreed well with the numerical ones.
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      Flexibility Factors and Stress Indices for Piping Components With D/T ≧ 100 Subjected to In-Plane or Out-of-Plane Moment

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    contributor authorT. Fujimoto
    contributor authorT. Soh
    date accessioned2017-05-08T23:27:57Z
    date available2017-05-08T23:27:57Z
    date copyrightNovember, 1988
    date issued1988
    identifier issn0094-9930
    identifier otherJPVTAS-28305#374_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104328
    description abstractThe finite element analyses are carried out for the several piping components (D /T ≧ 100) subjected to in-plane or out-of-plane moment. For the stress evaluation of the chemical plant piping systems, ANSI B31.3 is usually applied. But the stress intensification factors and flexibility factors in this code are mainly for a heavy-wall-thickness pipe, so it is necessary to reconsider these factors for a thin-wall-thickness pipe with a large diameter. In our study, several finite element analyses using MSC/NASTRAN program were performed on the pipe bends (elbow or miter bend, 0.01 ≦ h ≦ 0.2) and the unreinforced fabricated tees (50 ≦ D /T r ≦ 300, 0.5 ≦ d /D ≦ 0.95, 0.25 ≦ T b /T r ≦ 0.95), and the empirical formulas for the flexibility factors and the stress indices, due to out-of-plane or in-plane moment, were proposed. Experimental stress analyses for the piping components with D /T r = 127 were also carried out, and it was confirmed that the results agreed well with the numerical ones.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFlexibility Factors and Stress Indices for Piping Components With D/T ≧ 100 Subjected to In-Plane or Out-of-Plane Moment
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3265619
    journal fristpage374
    journal lastpage386
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 004
    contenttypeFulltext
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