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    Installation Load Consideration in Ultra-Deepwater Pipeline Sizing

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 008
    Author:
    M. Kashani
    ,
    R. Young
    DOI: 10.1061/(ASCE)0733-947X(2005)131:8(632)
    Publisher: American Society of Civil Engineers
    Abstract: The design of ultra-deepwater offshore pipeline is often based on the wall thickness and material grade selection to resist the local buckling due to bending, axial tension, and external pressure. Typically, this load combination occurs at the sagbend region during pipeline installation. With the economics of ultra-deepwater pipeline systems being highly dependent on the installation considerations, it remains difficult to see how this design methodology with no reference to installation loads, can lead to an economical solution. By means of extensive numerical studies, over a range of pipe diameters and water depths, it is shown that installation parameters are sensitive to wall thickness and the level at which the maximum allowable bending strain is set. By appropriately combining pipe strength and stiffness characteristics with the pipelay installation parameters, a bending strain limit is defined that is shown to lead to the most economical solution.
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      Installation Load Consideration in Ultra-Deepwater Pipeline Sizing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37787
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorM. Kashani
    contributor authorR. Young
    date accessioned2017-05-08T21:04:40Z
    date available2017-05-08T21:04:40Z
    date copyrightAugust 2005
    date issued2005
    identifier other%28asce%290733-947x%282005%29131%3A8%28632%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37787
    description abstractThe design of ultra-deepwater offshore pipeline is often based on the wall thickness and material grade selection to resist the local buckling due to bending, axial tension, and external pressure. Typically, this load combination occurs at the sagbend region during pipeline installation. With the economics of ultra-deepwater pipeline systems being highly dependent on the installation considerations, it remains difficult to see how this design methodology with no reference to installation loads, can lead to an economical solution. By means of extensive numerical studies, over a range of pipe diameters and water depths, it is shown that installation parameters are sensitive to wall thickness and the level at which the maximum allowable bending strain is set. By appropriately combining pipe strength and stiffness characteristics with the pipelay installation parameters, a bending strain limit is defined that is shown to lead to the most economical solution.
    publisherAmerican Society of Civil Engineers
    titleInstallation Load Consideration in Ultra-Deepwater Pipeline Sizing
    typeJournal Paper
    journal volume131
    journal issue8
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2005)131:8(632)
    treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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