Vis enkel innførsel

dc.contributor.authorOest, Jacob
dc.contributor.authorSandal, Kasper
dc.contributor.authorSchafhirt, Sebastian
dc.contributor.authorStieng, Lars Einar
dc.contributor.authorMuskulus, Michael
dc.date.accessioned2019-08-22T09:17:57Z
dc.date.available2019-08-22T09:17:57Z
dc.date.created2018-12-26T13:12:32Z
dc.date.issued2018
dc.identifier.citationWind Energy. 2018, 21 (11), 953-967.nb_NO
dc.identifier.issn1095-4244
dc.identifier.urihttp://hdl.handle.net/11250/2609788
dc.description.abstractDuring the bidding or very early design phases of jacket structures for offshore wind turbines, there may be very limited information available on meteorological conditions, soil conditions, turbine specifications, etc. However, it is still important to quickly produce near‐optimal designs with production costs similar to that of the final support structure. Numerical optimization methods can be used to this purpose. This paper investigates three gradient‐based optimization methods, where preliminary designs are produced by mass optimization. The mass is reduced by changing tube diameter and thickness of the structural members, and the optimization considers both frequency and fatigue constraints. The three methods are based on (1) damage equivalent loads, (2) quasi‐static analysis, and (3) dynamic analysis. The optimizations are conducted using in‐house software JADOP (jacket design optimization), and the optimized designs are evaluated using state‐of‐the‐art integrated time‐domain simulation software FEDEM Windpower. The findings show that each analysis can be applied with success. However, if excitations of structural frequencies contribute significantly to the overall damage, special care must be taken with quasi‐static and static modeling. It is observed that wave loading does not contribute considerably to the fatigue damage. Additionally, the aerodynamic loading does not change significantly with changes of tube geometry within the optimization ranges. The optimized designs are partly driven by reducing stress concentration factors, which can be achieved by reducing the chord diameter to thickness ratio. Thus, the optimized designs resemble each other to a certain extent.nb_NO
dc.language.isoengnb_NO
dc.publisherWileynb_NO
dc.titleOn gradient-based optimization of jacket structures for offshore wind turbinesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber953-967nb_NO
dc.source.volume21nb_NO
dc.source.journalWind Energynb_NO
dc.source.issue11nb_NO
dc.identifier.doi10.1002/we.2206
dc.identifier.cristin1647165
dc.description.localcodeThis is the peer reviewed version of an article, which has been published in final form at [https://doi.org/10.1002/we.2206]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode2


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel