Show simple item record

dc.contributor.authorHorn, Jan-Tore H.
dc.contributor.authorKrokstad, Jørgen R
dc.contributor.authorAmdahl, Jørgen
dc.date.accessioned2017-11-13T10:15:19Z
dc.date.available2017-11-13T10:15:19Z
dc.date.created2017-11-10T08:30:12Z
dc.date.issued2017
dc.identifier.issn1475-0902
dc.identifier.urihttp://hdl.handle.net/11250/2465741
dc.description.abstractThe fatigue damage sensitivity to wave directionality on large-diameter monopile foundations for use in the offshore wind turbine industry is investigated. A frequency domain approach with the Dirlik method is used for a fatigue damage estimate and evaluate the effect of wave spreading and swell separation compared to a total sea representation. 30 years of hindcast data from the Dogger Bank area is used to evaluate the long-term impact. Furthermore, a computationally efficient time domain model of a 10 MW offshore wind turbine is used to compare with the frequency domain results. Results show that benefits in terms of structural fatigue can be obtained with directional considerations.nb_NO
dc.language.isoengnb_NO
dc.publisherSAGE Publicationsnb_NO
dc.titleLong-Term Fatigue Damage Sensitivity to Wave Directionality in Extra Large Monopile Foundationsnb_NO
dc.typeJournal articlenb_NO
dc.description.versionsubmittedVersionnb_NO
dc.source.journalJournal of Engineering for the Maritime Environment (Part M)nb_NO
dc.identifier.cristin1512795
dc.description.localcodeThis is a submitted manuscript of an article to be published by SAGE Publications for Professional Engineering Publishing in Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environmentnb_NO
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record