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dc.contributor.authorThorsen, Mats Jørgen
dc.contributor.authorSævik, Svein
dc.contributor.authorLarsen, Carl Martin
dc.date.accessioned2017-05-29T11:48:30Z
dc.date.available2017-05-29T11:48:30Z
dc.date.created2016-11-22T11:19:43Z
dc.date.issued2017
dc.identifier.citationMarine Structures. 2017, 51 134-151.nb_NO
dc.identifier.issn0951-8339
dc.identifier.urihttp://hdl.handle.net/11250/2443716
dc.description.abstractA previously proposed hydrodynamic load model for time domain simulation of cross-flow vortex-induced vibrations (VIV) is modified and combined with Morison's equation. The resulting model includes added mass, drag and a cross-flow vortex shedding force which is able to synchronize with the cylinder motion within a specified range of non-dimensional frequencies. It is demonstrated that the hydrodynamic load model provides a realistic representation of the cross-flow energy transfer and added mass for different values of the non-dimensional frequency and amplitude. Furthermore, it gives a reasonable approximation of the experimentally observed drag amplification. The load model is combined with a non-linear finite element model to predict the cross-flow VIV of a steel catenary riser in two different conditions: VIV due to a stationary uniform flow and VIV caused by periodic oscillation of the riser top end. In the latter case, the prescribed motion leads to an oscillating relative flow around the riser, causing an irregular response. The simulation results are compared to experimental measurements, and it is found that the model provides highly realistic results in terms of r.m.s. values of strains and frequency content, although some discrepancies are seen.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleNon-linear time domain analysis of cross-flow vortex-induced vibrationsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber134-151nb_NO
dc.source.volume51nb_NO
dc.source.journalMarine Structuresnb_NO
dc.identifier.doi10.1016/j.marstruc.2016.10.007
dc.identifier.cristin1402781
dc.relation.projectNorges forskningsråd: 237929nb_NO
dc.description.localcode© 2016 Elsevier Ltd. All rights reserved This is the authors' accepted and refereed manuscript to the article. Locked until 31 January 2019 due to copyright restrictionsnb_NO
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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