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Structural Analysis and Design Method of Hybrid FRP-concrete-steel Prestressed Double-skin Wind Turbine Towers
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Tao QI1, Ran DENG2, *, Yu XIANG2, Rong-fu LI1, Wei-dong JI1, Xiu-wen WANG1, Tao YU2
Science Technology and Engineering | 2025, 25(7) : 2886 - 2896
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Science Technology and Engineering | 2025, 25(7): 2886-2896
Papers·Architectural Science
Structural Analysis and Design Method of Hybrid FRP-concrete-steel Prestressed Double-skin Wind Turbine Towers
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Tao QI1, Ran DENG2, *, Yu XIANG2, Rong-fu LI1, Wei-dong JI1, Xiu-wen WANG1, Tao YU2
Affiliations
  • 1 Goldwind Science & Creation Wind Power Equipment Co., Ltd., Beijing 100176, China
  • 2 Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
Published: 2025-03-08 doi: 10.12404/j.issn.1671-1815.2309727
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China’s offshore wind power sector is rapidly progressing with large-scale and efficient projects. To support large-capacity wind turbines, there is an increasing need for advanced tower structures that offer superior structural performance and economic efficiency. One such innovative solution is the hybrid fiber-reinforced composite materials (FRP)-concrete-steel prestressed double-skin wind turbine towers (PDSWTs) proposed by scholars at The Hong Kong Polytechnic University. PDSWTs boast excellent durability, high load-bearing capacity, and exceptional stability, resulting in the potential to reduce production and maintenance costs throughout the service life. A study on the analysis and design procedures of PDSWTs was presented using a tower that supports 12 MW offshore wind turbine as an example, based on the provisions in current design standards and finite element modelling. The results demonstrate that: the tower successfully meets the frequency requirements of wind turbine; the tower possesses high ultimate resistance under compression-bending, shear and torsional loadings of ultimate limit states; the strain, stress, crack width and tower deformation under serviceability limit states meet the requirements of current design standards; furthermore, a simplified method is proposed to check the fatigue resistance of steel and concrete in the tower sections. The result is expected to provide references for the design and application of PDSWTs.

Offshore wind energy  /  tower  /  FRP  /  structural design
Tao QI, Ran DENG, Yu XIANG, Rong-fu LI, Wei-dong JI, Xiu-wen WANG, Tao YU. Structural Analysis and Design Method of Hybrid FRP-concrete-steel Prestressed Double-skin Wind Turbine Towers[J]. Science Technology and Engineering, 2025 , 25 (7) : 2886 -2896 . DOI: 10.12404/j.issn.1671-1815.2309727
Year 2025 volume 25 Issue 7
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Article Info
doi: 10.12404/j.issn.1671-1815.2309727
  • Receive Date:2023-12-10
  • Online Date:2026-03-30
  • Published:2025-03-08
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  • Received:2023-12-10
  • Revised:2024-07-09
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Affiliations
    1 Goldwind Science & Creation Wind Power Equipment Co., Ltd., Beijing 100176, China
    2 Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
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Genus
种数
Number of
species
占总种数比例
Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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