Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/22910
DC FieldValueLanguage
dc.contributor.authorYang, Yang-
dc.contributor.authorBashir, Musa-
dc.contributor.authorMichailides, Constantine-
dc.contributor.authorMei, Xuan-
dc.contributor.authorWang, Jin-
dc.contributor.authorLi, Chun-
dc.date.accessioned2021-08-30T05:05:39Z-
dc.date.available2021-08-30T05:05:39Z-
dc.date.issued2021-10-
dc.identifier.citationRenewable Energy, 2021, vol. 176, pp. 89-105en_US
dc.identifier.issn09601481-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/22910-
dc.description.abstractIn this study dynamic responses of a 10 MW offshore wind turbine supported by a multi-body floating platform that consists of a wide cylindrical platform and a cylindrical ballast body suspended by six tendons are analyzed and predicted for different tendon breakage scenarios. A newly-developed and validated fully coupled numerical tool (F2A) based on AQWA and FAST is used to perform aero-hydro-servo-elastic analysis of the floating offshore wind turbine (FOWT). The results indicate that the dynamic behavior of the platform is heavily influenced by the state of tendons health. Roll and yaw motions of the platform under a tendon breakage are found to experience 6 times magnitude amplification of the typical responses, depending on the specific environmental conditions considered. Moreover, the peak tension in the tendon adjacent to the broken tendon experienced an increase of 165% in magnitude. The collective-pitch mode of the platform and wave excitation that are the main contributors to the surge and pitch fluctuations are slightly affected by tendon breakages. The influence of tendon breakages is found to be only significant on the local-pitch and coupled-pitch modes of the platform. In addition, multifractal spectra of the platform accelerations under different tendon failure scenarios show distinct fractal characteristics that can effectively identify and diagnose tendon failures, which is essential to the development of a structural health monitoring system of FOWTs.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofRenewable Energyen_US
dc.rights© Elsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectFloating offshore wind turbineen_US
dc.subjectDynamic responsesen_US
dc.subjectMulti-body platformen_US
dc.subjectTendon failureen_US
dc.subjectFully coupled analysisen_US
dc.subjectF2Aen_US
dc.titleCoupled analysis of a 10 MW multi-body floating offshore wind turbine subjected to tendon failuresen_US
dc.typeArticleen_US
dc.collaborationNingbo Universityen_US
dc.collaborationLiverpool John Moores Universityen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationTongji Universityen_US
dc.collaborationUniversity of Shanghai for Science and Technologyen_US
dc.subject.categoryEnvironmental Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryChinaen_US
dc.countryUnited Kingdomen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.renene.2021.05.079en_US
dc.identifier.scopus2-s2.0-85106635916-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85106635916-
dc.relation.volume176en_US
cut.common.academicyear2021-2022en_US
dc.identifier.spage89en_US
dc.identifier.epage105en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn0960-1481-
crisitem.journal.publisherElsevier-
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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