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Citation:
 Hyungtae Lee,Wonki Moon,Mugyeom Lee,et al.Time-Domain Response-Based Structural Analysis on a Floating Offshore Wind Turbine[J].Journal of Marine Science and Application,2023,(1):75-83.[doi:10.1007/s11804-023-00322-0]
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Time-Domain Response-Based Structural Analysis on a Floating Offshore Wind Turbine

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Title:
Time-Domain Response-Based Structural Analysis on a Floating Offshore Wind Turbine
Author(s):
Hyungtae Lee1 Wonki Moon2 Mugyeom Lee2 Kanghyun Song2 Zhirong Shen1 Johyun Kyoung1 Aldric Baquet1 Jang Kim1 Ikseung Han3 Sewan Park3 Kyong-Hwan Kim3 and Booki Kim4
Affilations:
Author(s):
Hyungtae Lee1 Wonki Moon2 Mugyeom Lee2 Kanghyun Song2 Zhirong Shen1 Johyun Kyoung1 Aldric Baquet1 Jang Kim1 Ikseung Han3 Sewan Park3 Kyong-Hwan Kim3 and Booki Kim4
1 Front Energies, Houston, TX, 77084, USA;
2 Korean Register, Busan 46762, Korea;
3 Korean Research Institute of Ships & Ocean Engineering, Daejeon 34103, Korea;
4 Seoul National University, Seoul 08826, Korea
Keywords:
Time domain|Structural analysis|Lodal response|Floating wind turbine Buckling and strength analysis
分类号:
-
DOI:
10.1007/s11804-023-00322-0
Abstract:
As the turbine blade size becomes larger for economic power production, the coupling effect between wind turbine and floating substructure becomes important in structural assessment. Due to unsteady turbulent wind environment and corresponding coupled substructure response, time-domain analysis is required by international electrotechnical commission and class societies. Even though there are a few numerical tools available for the time domain structural analysis based on conventional coupled motion analysis with wind turbine, the application of conventional time domain analysis is impractical and inefficient for structural engineers and hull designers to perform structural strength and fatigue assessment for the required large number of design load cases since it takes huge simulation time and computational resources. Present paper introduces an efficient time-domain structural analysis practically applicable to buckling and ultimate strength assessment. Present method is based on ‘lodal’ response analysis and pseudo-spectral stress synthesizing technique, which makes timedomain structural analysis efficient and practical enough to be performed even in personal computing system. Practical buckling assessment methodology is also introduced applicable to the time-domain structural analyses. For application of present method, a 15-MW floating offshore wind turbine platform designed for Korean offshore wind farm projects is applied. Based on full-blown time domain structural analysis for governing design load cases, buckling and ultimate strength assessments are performed for the extreme design environments, and the class rule provided by Korean Register is checked.

References:

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Memo

Memo:
Received date:2022-10-20;Accepted date:2022-12-29。<br>Foundation item:Supported by the R&D Project of "Development of core technology for offshore green hydrogen to realize a carbon-neutral society" by the Korea Research Institute of Ships and Ocean Engineering (PES4360).<br>Corresponding author:Johyun Kyoung,E-mail:Johyun.kyoung@frontenergies.com
Last Update: 2023-04-10