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dc.contributor.authorAggarwal, Ankit
dc.contributor.authorTomaselli, Danilo
dc.contributor.authorChristensen, Erik Damgaard
dc.contributor.authorBihs, Hans
dc.date.accessioned2020-02-07T13:18:38Z
dc.date.available2020-02-07T13:18:38Z
dc.date.created2019-10-21T15:50:46Z
dc.date.issued2020
dc.identifier.citationJournal of Offshore Mechanics and Arctic Engineering. 2020, 142 (2), .nb_NO
dc.identifier.issn0892-7219
dc.identifier.urihttp://hdl.handle.net/11250/2640458
dc.description.abstractThe design of new offshore structures requires the calculation of the wave-induced loads. In this regard, the computational fluid dynamics (CFD) methodology has shown to be a reliable tool, in the case of breaking waves especially. In this paper, two CFD models are tested in the reproduction of the experimental spilling waves impacting a circular cylinder for four different wave impact scenarios for focused waves. The numerical and experimental free surface elevations at different locations around the cylinder are also compared to verify the both numerical models. The numerical results from the models are shown together with the experimental measurements. Both CFD models are able to model the impact forces with a reasonable accuracy. When the cylinder is placed at a distance of 0.7 m from the wave breaking point, the value of the measured wave impact forces is highest due to the overturning wave crest and air entrainment. The wave-induced impact forces decrease, when the monopile is placed at distances further away from the breaking location.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Mechanical Engineers (ASME)nb_NO
dc.relation.urihttps://asmedigitalcollection.asme.org/offshoremechanics/article-pdf/doi/10.1115/1.4045187/6429321/omae-18-1115.pdf
dc.titleComputational Fluid Dynamics Investigations of Breaking Focused Wave-Induced Loads on a Monopile and the Effect of Breaker Locationnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber8nb_NO
dc.source.volume142nb_NO
dc.source.journalJournal of Offshore Mechanics and Arctic Engineeringnb_NO
dc.source.issue2nb_NO
dc.identifier.doi10.1115/1.4045187
dc.identifier.cristin1739207
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2020 by ASME.nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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