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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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