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dc.contributor.authorPage, Ana M.
dc.contributor.authorNæss, Veronika
dc.contributor.authorDe Vaal, Jacobus Bernardus
dc.contributor.authorEiksund, Gudmund Reidar
dc.contributor.authorNygaard, Tor Anders
dc.date.accessioned2019-04-01T10:39:56Z
dc.date.available2019-04-01T10:39:56Z
dc.date.created2019-01-30T13:00:02Z
dc.date.issued2019
dc.identifier.citationMarine Structures. 2019, 64 379-400.nb_NO
dc.identifier.issn0951-8339
dc.identifier.urihttp://hdl.handle.net/11250/2592671
dc.description.abstractThe design of Offshore Wind Turbines (OWTs) relies on integrated simulation tools capable of predicting the system dynamic characteristics and the coupled loads and responses. Despite allefforts to develop accurate integrated models, these often fail to reproduce the measured naturalfrequencies, partly due to the modelling of the foundation. Several foundation models and ca-libration approaches have been proposed and compared with small or large scale field tests,where only the soil and the foundation are included. However, there is a lack of more integralvalidation where the interaction between the foundation and the structure is taken into account.The paper investigates the impact of the foundation model and calibration approach on the si-mulated response of a monopile-based OWT installed in the North Sea by comparing simulationsand full-scale field data. The OWT structure and the environmental actions are implemented inthe aero-servo-hydro-elastic code 3DFloat. Two foundation models and two calibration ap-proaches are evaluated. The results indicate that, with a conceptually correct foundation modeland a realistic calibration, it is possible to match the measured natural frequency and predictaccurate fatigue loads. More accurate predicted loads will reduce uncertainties in the estimatedfatigue lifetime and therefore reduce risk in the designnb_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.titleImpact of foundation modelling in offshore wind turbines: Comparison between simulations and field datanb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber379-400nb_NO
dc.source.volume64nb_NO
dc.source.journalMarine Structuresnb_NO
dc.identifier.doihttps://doi.org/10.1016/j.marstruc.2018.11.010
dc.identifier.cristin1668766
dc.relation.projectNorges forskningsråd: 243984nb_NO
dc.description.localcode© 2019. This is the authors’ accepted and refereed manuscript to the article. Locked until 30.1.2021 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,91,0
cristin.unitcode194,0,0,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.unitnameNorges teknisk-naturvitenskapelige universitet
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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