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    Heave Motion Induced Vortex-Induced Vibrations of a Full-Scale Steel Lazy Wave Riser

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2022:;volume( 144 ):;issue: 004::page 41905-1
    Author:
    Yin
    ,
    Decao
    DOI: 10.1115/1.4054265
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Deepwater steel lazy wave risers (SLWR) subject to vessel motion will be exposed to time-varying oscillatory flow, vortices could be generated and the cyclic vortex-shedding force causes the structure vibrate, such fluid–structure interaction is called vortex-induced vibrations (VIV). To investigate VIV on a riser with nonlinear structures under vessel motion and oscillatory flows, time-domain approaches are needed. In this study, a time-domain approach is used to simulate a full-scale SLWR. Two cases with simplified riser top motions are simulated numerically. By using default input parameters to the time-domain approach, the key oscillatory flow induced VIV response characteristics such as response frequency, curvature, and displacements are examined and discussed. More accurate VIV prediction could be achieved by using realistic hydrodynamic inputs into the time domain model.
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      Heave Motion Induced Vortex-Induced Vibrations of a Full-Scale Steel Lazy Wave Riser

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287382
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorYin
    contributor authorDecao
    date accessioned2022-08-18T13:04:22Z
    date available2022-08-18T13:04:22Z
    date copyright5/10/2022 12:00:00 AM
    date issued2022
    identifier issn0892-7219
    identifier otheromae_144_4_041905.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287382
    description abstractDeepwater steel lazy wave risers (SLWR) subject to vessel motion will be exposed to time-varying oscillatory flow, vortices could be generated and the cyclic vortex-shedding force causes the structure vibrate, such fluid–structure interaction is called vortex-induced vibrations (VIV). To investigate VIV on a riser with nonlinear structures under vessel motion and oscillatory flows, time-domain approaches are needed. In this study, a time-domain approach is used to simulate a full-scale SLWR. Two cases with simplified riser top motions are simulated numerically. By using default input parameters to the time-domain approach, the key oscillatory flow induced VIV response characteristics such as response frequency, curvature, and displacements are examined and discussed. More accurate VIV prediction could be achieved by using realistic hydrodynamic inputs into the time domain model.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHeave Motion Induced Vortex-Induced Vibrations of a Full-Scale Steel Lazy Wave Riser
    typeJournal Paper
    journal volume144
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4054265
    journal fristpage41905-1
    journal lastpage41905-9
    page9
    treeJournal of Offshore Mechanics and Arctic Engineering:;2022:;volume( 144 ):;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
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