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dc.contributor.authorKim, Sangwoo
dc.contributor.authorSævik, Svein
dc.contributor.authorWu, Jie
dc.contributor.authorLeira, Bernt Johan
dc.date.accessioned2021-09-03T11:58:21Z
dc.date.available2021-09-03T11:58:21Z
dc.date.created2021-08-03T09:37:24Z
dc.date.issued2021
dc.identifier.citationOcean Engineering. 2021, 236 .en_US
dc.identifier.issn0029-8018
dc.identifier.urihttps://hdl.handle.net/11250/2772877
dc.description.abstractIn this paper, vortex-induced vibrations (VIV) of deepwater risers including the VIV-induced tension fluctuations were simulated using a time domain VIV model. Data from a large-scale riser experiment was applied for correlation studies. As a first step, a new combination of in-line and cross-flow synchronization models with empirical parameters was proposed for better in-line response prediction. The performance of the improved load model was investigated based on a linear riser model. The results showed that the in-line response and its synchronization pattern were improved compared to the previous load model. Then, the improved load model was combined with a non-linear structural riser model to explore the effect of tension fluctuations. As observed in the tests, simulations showed that the tension fluctuations influenced the stability of VIV and possibly decreased the resulting vibration amplitudes. Lastly, the VIV prediction performance of the load model was evaluated with respect to frequency contents, stress levels, and fatigue damage. From the results, it was found that the improved load model in combination with the non-linear structural model reflected the response characteristics observed in the tests.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titlePrediction of deepwater riser VIV with an improved time domain model including non-linear structural behavioren_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber17en_US
dc.source.volume236en_US
dc.source.journalOcean Engineeringen_US
dc.identifier.doi10.1016/j.oceaneng.2021.109508
dc.identifier.cristin1923544
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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