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dc.contributor.authorRen, Zhengru
dc.contributor.authorSkjetne, Roger
dc.contributor.authorJiang, Zhiyu
dc.contributor.authorGao, Zhen
dc.date.accessioned2020-09-14T13:08:09Z
dc.date.available2020-09-14T13:08:09Z
dc.date.created2020-06-04T11:24:29Z
dc.date.issued2020
dc.identifier.citationInternational Journal of Offshore and Polar Engineering. 2020, 30 (2), 220-227.en_US
dc.identifier.issn1053-5381
dc.identifier.urihttps://hdl.handle.net/11250/2677735
dc.description.abstractThe single-blade installation is a common method for the installation of wind turbine blades. In an offshore installation, a jackup vessel is often involved, and a crane is used to lift, move, and bolt each blade onto the rotor hub at the tower top. To reduce the blade pendular motions, tugger lines are connected to the suspended blade. Active control of the tension force on the tugger lines has been recently investigated to reduce the blade motion. In this situation, a pre-tension is needed during the mating process, as only positive tension can be provided by the tugger lines. To further improve the effectiveness of active force control, we propose an active control strategy with a three-tugger-line configuration in this work. The placement of the third tugger line is examined. The proportional–integral–derivative (PID) control strategy is adopted, and allocation is achieved by convex programming. Aeroelastic simulations are carried out to verify the active control scheme under turbulent wind conditions. The results show that the proposed active control scheme is an effective means of reducing the translational motion of the blade root relative to the hub in the mean wind direction.en_US
dc.language.isoengen_US
dc.publisherISOPEen_US
dc.relation.urihttps://www.onepetro.org/journal-paper/ISOPE-20-30-2-220
dc.titleActive Single-Blade Installation Using Tugger Line Tension Control and Optimal Control Allocationen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber220-227en_US
dc.source.volume30en_US
dc.source.journalInternational Journal of Offshore and Polar Engineeringen_US
dc.source.issue2en_US
dc.identifier.doihttp://dx.doi.org/10.17736/ijope.2020.jc759
dc.identifier.cristin1813804
dc.relation.projectNorges forskningsråd: 237929en_US
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2020 by ISOPEen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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