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Πεδίο DCΤιμήΓλώσσα
dc.contributor.authorTang, Ye-
dc.contributor.authorShi, Wei-
dc.contributor.authorYou, Jikun-
dc.contributor.authorMichailides, Constantine-
dc.date.accessioned2020-11-18T10:10:24Z-
dc.date.available2020-11-18T10:10:24Z-
dc.date.issued2021-03-
dc.identifier.citationJournal of Marine Science and Technology, 2021, vol. 26, no. 1, pp. 37 - 53en_US
dc.identifier.issn14378213-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/19428-
dc.description.abstractIn the present paper, the computational fluid dynamics (CFD) method is used to investigate the variation of linear and nonlinear wave loads on a 10-MW large-scale monopile offshore wind turbine under typical sea conditions in the eastern seas of China. The effect of adding a structural ice-breaking cone configuration close to the mean water level on the monopile’s hydrodynamic response is studied further. Results are derived with the use of the CFD model and are compared with the relevant results that are calculated using the Morison equation and the potential flow theory based on the high-order boundary element method. The fifth-order Stokes’ theorem is used to model the incoming wave kinematics, and the volume of fluid (VOF) method is used to capture the free surface of waves and to accurately calculate the wave run-up on the monopile and cone configuration. The influence of different water depths and wave heights on the wave maximum vertical extent of wave uprush on the structure, pressure and horizontal wave forces on the monopile is investigated for both with and without the use of the cone configuration. Up–downward cone configuration results in better performance compared to the inverted cone configuration in terms of reduction of hydrodynamic nonlinear excitation loads and wave maximum vertical extent of wave uprush on the structure.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Marine Science and Technologyen_US
dc.rights© Springer Natureen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectFifth-order stokes theoryen_US
dc.subjectHydrodynamic loadsen_US
dc.subjectIce-breaking cone configurationen_US
dc.subjectOffshore wind turbinesen_US
dc.subjectWave loadsen_US
dc.titleEffects of nonlinear wave loads on large monopile offshore wind turbines with and without ice-breaking cone configurationen_US
dc.typeArticleen_US
dc.collaborationDesign and Research Co. Ltden_US
dc.collaborationDalian University of Technologyen_US
dc.collaborationTianjin Universityen_US
dc.collaborationConnect Lng ASen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryChinaen_US
dc.countryNorwayen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1007/s00773-020-00719-4en_US
dc.relation.issue1en_US
dc.relation.volume26en_US
cut.common.academicyear2020-2021en_US
dc.identifier.spage37en_US
dc.identifier.epage53en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn1437-8213-
crisitem.journal.publisherSpringer Nature-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2016-9079-
crisitem.author.parentorgFaculty of Engineering and Technology-
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