Floating-Transport Characteristics of Integrated Mono-Column Composite Bucket Foundation for Offshore Wind Turbines

In order to achieve the purposes of the transportation and installation of the integrated wind turbine with the mono-column composite bucket foundation, an integrated floating platform has been developed. Taking the integrated towing process of the multi-body coupling system as the research object, a model test with a scale ratio of 1:80 is designed. The influences of environmental factors such as significant wave height, wave period, and the wave incident angle on the motion response of the integrated wind turbine and the floating platform during the floating-transport process, the pressure inside the compartment, and the towing cable force have been studied. The research findings are as follows: (1) Wave height and wave period have a great influence on the integrated wind turbine and the floating platform. With the increase in wave height and wave period, the motion response of the integrated wind turbine and the floating platform increases, the air pressure fluctuation in the bucket foundation compartment becomes more and more intense, and the towing cable force required for towing also increases and fluctuates more violently. (2) When the wave incident angle changes from 0° to 45°, the pitching motion frequency of the integrated wind turbine significantly increases, the overall fluctuation of the compartment pressure in the bucket foundation compartment decreases, the motion response of the floating platform becomes larger, and the towing cable force required for towing also increases accordingly.

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Publication Details

Journal
Journal of Marine Science and Engineering
Published
2024-12-01
DOI
https://doi.org/10.3390/jmse12122200
Citations
1
Primary Topic
Engineering Structural Analysis Methods
Type
article
Field-Weighted Citation Impact
0.21

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article

Floating-Transport Characteristics of Integrated Mono-Column Composite Bucket Foundation for Offshore Wind Turbines

Jianyu Ren, Yaoyao Xiao, Puyang Zhang, Pengfei Chen et al.
1 citations
Journal of Marine Science and Engineering
Engineering Structural Analysis Methods
0.21
article

Floating-Transport Characteristics of Integrated Mono-Column Composite Bucket Foundation for Offshore Wind Turbines

Jianyu Ren, Yaoyao Xiao, Puyang Zhang, Pengfei Chen, Tan Chen, Jun Xiang
article en
1 citations

Abstract

In order to achieve the purposes of the transportation and installation of the integrated wind turbine with the mono-column composite bucket foundation, an integrated floating platform has been developed. Taking the integrated towing process of the multi-body coupling system as the research object, a model test with a scale ratio of 1:80 is designed. The influences of environmental factors such as significant wave height, wave period, and the wave incident angle on the motion response of the integrated wind turbine and the floating platform during the floating-transport process, the pressure inside the compartment, and the towing cable force have been studied. The research findings are as follows: (1) Wave height and wave period have a great influence on the integrated wind turbine and the floating platform. With the increase in wave height and wave period, the motion response of the integrated wind turbine and the floating platform increases, the air pressure fluctuation in the bucket foundation compartment becomes more and more intense, and the towing cable force required for towing also increases and fluctuates more violently. (2) When the wave incident angle changes from 0° to 45°, the pitching motion frequency of the integrated wind turbine significantly increases, the overall fluctuation of the compartment pressure in the bucket foundation compartment decreases, the motion response of the floating platform becomes larger, and the towing cable force required for towing also increases accordingly.

Journal of Marine Science and EngineeringVol. 12(12)
Tianjin University (CN), SGIDI Engineering Consulting (China) (CN)
China Three Gorges Corporation
Affordable and clean energy
Openalex Percentile: Top 49%
Engineering Structural Analysis Methods
0.21
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