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    Effect of Misalignment and Weld Induced Residual Stresses on the Local Buckling Response of Pipelines

    Source: Journal of Pressure Vessel Technology:;2011:;volume( 133 ):;issue: 004::page 41701
    Author:
    Aiman Al-Showaiter
    ,
    Farid Taheri
    ,
    Shawn Kenny
    DOI: 10.1115/1.4002858
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The aim of the present study is to develop numerical modeling procedures to simulate and study the effect of girth weld induced residual stresses and geometric imperfections on the behavior of conventional carbon steel oil and gas pipelines. The effect of welding residual stresses was obtained through computational simulations of the multipass girth weld process. The numerical procedures were calibrated using available pubic domain data on stainless steel. The methodology for conducting the welding simulation is presented. A parametric analysis was conducted using the finite element methods to evaluate the effects of welding residual stress due to girth welding processes, joint-to-joint misalignment associated with the girth weld, internal pressure, axial force, and diameter to wall thickness ratio on the local buckling response of pipelines. The pipeline moment-curvature response was examined to determine the influence of these parameters. For the parameters investigated, results from this study have demonstrated the significance of residual stress state due to welding processes and girth weld misalignment on the local buckling response of pipelines subjected to monotonic loading with combined stress state.
    keyword(s): Welding , Residual stresses , Stress , Pipelines , Pipes , Buckling AND Wall thickness ,
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      Effect of Misalignment and Weld Induced Residual Stresses on the Local Buckling Response of Pipelines

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    http://yetl.yabesh.ir/yetl1/handle/yetl/147455
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    contributor authorAiman Al-Showaiter
    contributor authorFarid Taheri
    contributor authorShawn Kenny
    date accessioned2017-05-09T00:46:37Z
    date available2017-05-09T00:46:37Z
    date copyrightAugust, 2011
    date issued2011
    identifier issn0094-9930
    identifier otherJPVTAS-28548#041701_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147455
    description abstractThe aim of the present study is to develop numerical modeling procedures to simulate and study the effect of girth weld induced residual stresses and geometric imperfections on the behavior of conventional carbon steel oil and gas pipelines. The effect of welding residual stresses was obtained through computational simulations of the multipass girth weld process. The numerical procedures were calibrated using available pubic domain data on stainless steel. The methodology for conducting the welding simulation is presented. A parametric analysis was conducted using the finite element methods to evaluate the effects of welding residual stress due to girth welding processes, joint-to-joint misalignment associated with the girth weld, internal pressure, axial force, and diameter to wall thickness ratio on the local buckling response of pipelines. The pipeline moment-curvature response was examined to determine the influence of these parameters. For the parameters investigated, results from this study have demonstrated the significance of residual stress state due to welding processes and girth weld misalignment on the local buckling response of pipelines subjected to monotonic loading with combined stress state.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Misalignment and Weld Induced Residual Stresses on the Local Buckling Response of Pipelines
    typeJournal Paper
    journal volume133
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4002858
    journal fristpage41701
    identifier eissn1528-8978
    keywordsWelding
    keywordsResidual stresses
    keywordsStress
    keywordsPipelines
    keywordsPipes
    keywordsBuckling AND Wall thickness
    treeJournal of Pressure Vessel Technology:;2011:;volume( 133 ):;issue: 004
    contenttypeFulltext
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