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    Controlling Fatigue Damage during Deepwater Installation of Inline Components

    Source: Journal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 004
    Author:
    Roberto Bruschi
    ,
    Alfonso Maria De Sanctis
    ,
    Lorenzo Marchionni
    ,
    Jacopo Pazzaglia
    ,
    Luigino Vitali
    DOI: 10.1061/(ASCE)PS.1949-1204.0000276
    Publisher: American Society of Civil Engineers
    Abstract: The exploitation of ultradeepwater fields often implies the use of large-diameter export pipelines. The installation of such large-diameter and long-distance export pipelines is commonly accomplished by applying J and S lay technology. In the case of complex and large fields, early export pipelines include inline valves on T/Y branches, with the relevant protection or foundation structures. When the resulting huge and heavy bulky items are to be carefully transferred from the firing line (FL) through the stinger to the touchdown point in the depths, a step out beyond the normal pipe lay is required. It involves the real-time control of operational parameters with a strict link to weather bulletins. This resolution is principally bound to the endorsement of the overall structural integrity of the as-laid pipeline and inline assembly while meeting the stringent installation tolerances (location, verticality, etc.) imposed by the circumstances. The use of large inline assemblies may cause additional challenges to the lay equipment, which is significantly impacted by heavy weight and geometrical or stiffness discontinuities. Nevertheless, for their installation, the occurrence and persistence of mild weather conditions at the right times during the lay campaign are of major concern. The limit sea states defined at the design stage for the pipe-lay dynamic allowance from encountered environmental load effects, superimposed on the static setting, may not be enough during operations. It is sometimes necessary to quantify the accumulated fatigue damage in real time immediately after the sea states are encountered and to anticipate the expected accumulation of fatigue damage in the next few days. This is needed because of the long-lasting deployment of the assembly onto the seabed. The rational and extensive use of weather forecasts, real-time monitoring, and numerical modeling of the structural response in smart combinations is a must. In this paper, a new engineering tool for the real-time prediction of the accumulated fatigue damage, based on actual sea states encountered during operation, is described.
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      Controlling Fatigue Damage during Deepwater Installation of Inline Components

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4237425
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    contributor authorRoberto Bruschi
    contributor authorAlfonso Maria De Sanctis
    contributor authorLorenzo Marchionni
    contributor authorJacopo Pazzaglia
    contributor authorLuigino Vitali
    date accessioned2017-12-16T09:00:53Z
    date available2017-12-16T09:00:53Z
    date issued2017
    identifier other%28ASCE%29PS.1949-1204.0000276.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237425
    description abstractThe exploitation of ultradeepwater fields often implies the use of large-diameter export pipelines. The installation of such large-diameter and long-distance export pipelines is commonly accomplished by applying J and S lay technology. In the case of complex and large fields, early export pipelines include inline valves on T/Y branches, with the relevant protection or foundation structures. When the resulting huge and heavy bulky items are to be carefully transferred from the firing line (FL) through the stinger to the touchdown point in the depths, a step out beyond the normal pipe lay is required. It involves the real-time control of operational parameters with a strict link to weather bulletins. This resolution is principally bound to the endorsement of the overall structural integrity of the as-laid pipeline and inline assembly while meeting the stringent installation tolerances (location, verticality, etc.) imposed by the circumstances. The use of large inline assemblies may cause additional challenges to the lay equipment, which is significantly impacted by heavy weight and geometrical or stiffness discontinuities. Nevertheless, for their installation, the occurrence and persistence of mild weather conditions at the right times during the lay campaign are of major concern. The limit sea states defined at the design stage for the pipe-lay dynamic allowance from encountered environmental load effects, superimposed on the static setting, may not be enough during operations. It is sometimes necessary to quantify the accumulated fatigue damage in real time immediately after the sea states are encountered and to anticipate the expected accumulation of fatigue damage in the next few days. This is needed because of the long-lasting deployment of the assembly onto the seabed. The rational and extensive use of weather forecasts, real-time monitoring, and numerical modeling of the structural response in smart combinations is a must. In this paper, a new engineering tool for the real-time prediction of the accumulated fatigue damage, based on actual sea states encountered during operation, is described.
    publisherAmerican Society of Civil Engineers
    titleControlling Fatigue Damage during Deepwater Installation of Inline Components
    typeJournal Paper
    journal volume8
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000276
    treeJournal of Pipeline Systems Engineering and Practice:;2017:;Volume ( 008 ):;issue: 004
    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