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dc.contributor.authorNicholls-Lee, R
dc.contributor.authorThies, PR
dc.contributor.authorJohanning, L
dc.date.accessioned2021-11-17T12:57:46Z
dc.date.issued2021-09-05
dc.date.updated2021-11-17T11:02:35Z
dc.description.abstractConventional power transmission cables have been designed to operate in conditions that differ considerably from those experienced by cables servicing floating offshore renewable energy (ORE) device. Cables attached to floating platforms are subject to greater levels of mechanical and electrical stress due to the motion of the platform in a highly energetic offshore environment and are termed dynamic cables. The combination of the different loads from waves, wind and currents, in shallower waters are complex and need to be assessed through a combination of coupled numerical models and experimental tests. Global analyses, assessing the overall motions of the floating platform, moorings and cables, are carried out to provide data to inform the cable design process. Such analyses are highly dependent on the input of local structural response coefficients which are available only through detailed local structural analysis numerically and/or experimentally. There is a strong need to gain a better understanding of the local structural assessment of cable cross-sections and the coupling of the data attained through the local assessments with the global modal. This work incorporates a coupled global-local numerical model of a dynamic subsea cable attached to a floating point-absorber buoy. The results indicate the sensitivity of the global analysis to the locally determined structural results, primarily bending stiffness and tensile stiffness. In the case of the South West Moorings Test Facility (SWMTF) buoy and the lightweight composite armoured cable, bending stiffness is a key governing parameter and axial stiffness is not a governing parameter. The paper will be of use to researchers and practitioners in the areas of cable designers, technology development and design certification.en_GB
dc.description.sponsorshipEngineering and Physical Sciences Research Councilen_GB
dc.identifier.citation14th European Wave and Tidal Energy Conference, 5 - 9 September 2021, Plymouth, UKen_GB
dc.identifier.grantnumberEP/S000747/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/127850
dc.identifierORCID: 0000-0001-5190-6089 (Nicholls-Lee, Rachel)
dc.language.isoenen_GB
dc.publisherEWTECen_GB
dc.relation.urlhttps://ewtec.org/proceedings/en_GB
dc.rights© 2021 EWTECen_GB
dc.subjectdynamic subsea power cableen_GB
dc.subjectcoupled modellingen_GB
dc.subjectbend stiffnessen_GB
dc.subjectaxial stiffnessen_GB
dc.subjectgoverning design parametersen_GB
dc.titleCoupled global-local modelling for dynamic submarine power cablesen_GB
dc.typeConference paperen_GB
dc.date.available2021-11-17T12:57:46Z
dc.identifier.issn2706-6932
exeter.locationPlymouth, UK
dc.descriptionThis is the author accepted manuscript. The final version is available from EWTEC via the link in this recorden_GB
dc.identifier.eissn2706-6940
dc.rights.urihttp://www.rioxx.net/licenses/all-rights-reserveden_GB
dcterms.dateAccepted2021-07-08
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2021-09-05
rioxxterms.typeConference Paper/Proceeding/Abstracten_GB
refterms.dateFCD2021-11-17T11:02:39Z
refterms.versionFCDAM
refterms.dateFOA2021-11-17T12:57:56Z
refterms.panelBen_GB
pubs.name-of-conference14th European Wave and Tidal Energy Conference


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