首页|Dynamic Analysis of a 10 MW Floating Offshore Wind Turbine Considering the Tower and Platform Flexibility

Dynamic Analysis of a 10 MW Floating Offshore Wind Turbine Considering the Tower and Platform Flexibility

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Recently,semisubmersible floating offshore wind turbine technologies have received considerable attention.For the coupled simulation of semisubmersible floating offshore wind energy,the platform is usually considered a rigid model,which could affect the calculation accuracy of the dynamic responses.The dynamic responses of a TripleSpar floating offshore wind turbine equipped with a 10 MW offshore wind turbine are discussed herein.The simulation of a floating offshore wind turbine under regular waves,white noise waves,and combined wind-wave conditions is conducted.The effects of the tower and platform flexibility on the motion and force responses of the TripleSpar semisubmersible floating offshore wind turbine are investigated.The results show that the flexibility of the tower and platform can influence the dynamic responses of a TripleSpar semisubmersible floating offshore wind turbine.Considering the flexibility of the tower and platform,the tower and platform pitch motions markedly increased compared with the fully rigid model.Moreover,the force responses,particularly for tower base loads,are considerably influenced by the flexi-bility of the tower and platform.Thus,the flexibility of the tower and platform for the coupled simulation of floating offshore wind turbines must be appropriately examined.

floating offshore wind turbineTripleSpar semisubmersible platformrigidity and flexibility platformcoupled simulation

GAO Shan、ZHANG Lixian、SHI Wei、WANG Wenhua、WANG Bin、LI Xin

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Key Laboratory of Far-Shore Wind Power Technology of Zhejiang Province,Hangzhou 311122,China

Powerchina Huadong Engineering Corporation Limited,Hangzhou 311122,China

State Key Laboratory of Coastal and Offshore Engineering,Deepwater Engineering Research Center,Dalian University of Technology,Dalian 116024,China

Ningbo Institute of Dalian University of Technology,Ningbo 315000,China

Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China

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Key Technology Research and Development ProgramKey Technology Research and Development ProgramNational Natural Science Foundation of ChinaNational Natural Science Foundation of ChinaNational Natural Science Foundation of ChinaNational Natural Science Foundation of ChinaZhejiang Provincial Natural science Foundation of ChinaNatural Science Foundation of Liaoning Provincespecial funds for Promoting High-Quality Development from the Department of Natural Resources of Guangdong Province

2022YFB42013012022YFB420130452101333520710585193900252071301LQ21E0900092022-KF-18-01GDNRC[2020]016

2024

中国海洋大学学报(自然科学英文版)
中国海洋大学

中国海洋大学学报(自然科学英文版)

CSTPCD
影响因子:0.268
ISSN:1672-5182
年,卷(期):2024.23(2)
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