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Seismic dynamics of offshore wind turbine-seabed foundation: Insights from a numerical study

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  • He, Kunpeng
  • Ye, Jianhong

Abstract

In the past 10 years, the offshore wind energy harvest industry has developed rapidly worldwide. However, seismic waves would bring a great threat to the safety and stability of offshore wind turbines (OWTs). In this study, taking the marine geotechnics numerical software FssiCAS as the computational platform, adopting the generalized elastoplastic soil model Pastor-Zienkiewicz-Mark III (PZIII) to describe the complex mechanical behavior of seabed soil, the seismic dynamics, as well as the stability of a thin-walled monopile OWT with an equipped capacity of 1.5 MW and its seabed foundation are comprehensively investigated, by the way of finely modeling and meshing for the important components of the OWT, i.e., the blades, nacelle, and tower. The numerical results indicate that OWT and its seabed foundation strongly respond to the excitation of seismic waves, and there is intensive interaction between OWT and its seabed foundation. In the case of this study, the horizontal oscillation amplitude at the top of the turbine tower reaches 2m, the superficial seabed soil at the far field is liquefied with a depth of 3–4 m, and the liquefaction depth of the seabed soil surrounding the monopile reaches 5–6 m. Even so, the OWT involved in this study has no cumulative displacement, there is only vibration displacement. It is indicated that the OWT has good seismic stability. It is indicated by the comparative study that the complex mechanical behavior of seabed soil, the complex geometry and mass distribution of OWTs, and the consideration of the pore water in seabed foundations have a radical influence on the seismic dynamics of OWTs. The work presented could be a valuable reference for the evaluation of the seismic dynamics and stability of OWTs in the future.

Suggested Citation

  • He, Kunpeng & Ye, Jianhong, 2023. "Seismic dynamics of offshore wind turbine-seabed foundation: Insights from a numerical study," Renewable Energy, Elsevier, vol. 205(C), pages 200-221.
    • Handle: RePEc:eee:renene:v:205:y:2023:i:c:p:200-221
    DOI: 10.1016/j.renene.2023.01.076
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    References listed on IDEAS

    as
    1. He, Kunpeng & Ye, Jianhong, 2023. "Dynamics of offshore wind turbine-seabed foundation under hydrodynamic and aerodynamic loads: A coupled numerical way," Renewable Energy, Elsevier, vol. 202(C), pages 453-469.
    2. Ko, Yung-Yen, 2020. "A simplified structural model for monopile-supported offshore wind turbines with tapered towers," Renewable Energy, Elsevier, vol. 156(C), pages 777-790.
    3. Wang, Xuefei & Zeng, Xiangwu & Yang, Xu & Li, Jiale, 2019. "Seismic response of offshore wind turbine with hybrid monopile foundation based on centrifuge modelling," Applied Energy, Elsevier, vol. 235(C), pages 1335-1350.
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    5. Abhinav, K.A. & Saha, Nilanjan, 2017. "Stochastic response of jacket supported offshore wind turbines for varying soil parameters," Renewable Energy, Elsevier, vol. 101(C), pages 550-564.
    6. Wang, Xuefei & Zeng, Xiangwu & Li, Xinyao & Li, Jiale, 2020. "Liquefaction characteristics of offshore wind turbine with hybrid monopile foundation via centrifuge modelling," Renewable Energy, Elsevier, vol. 145(C), pages 2358-2372.
    7. Yang, Yang & Bashir, Musa & Li, Chun & Michailides, Constantine & Wang, Jin, 2020. "Mitigation of coupled wind-wave-earthquake responses of a 10 MW fixed-bottom offshore wind turbine," Renewable Energy, Elsevier, vol. 157(C), pages 1171-1184.
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    9. Li, Xinyao & Zeng, Xiangwu & Yu, Xiong & Wang, Xuefei, 2021. "Seismic response of a novel hybrid foundation for offshore wind turbine by geotechnical centrifuge modeling," Renewable Energy, Elsevier, vol. 172(C), pages 1404-1416.
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