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Fatigue design of offshore wind turbine jacket-type structures using a parallel scheme

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  • Ju, Shen-Haw
  • Su, Feng-Chien
  • Ke, Yi-Pei
  • Xie, Min-Hsuan

Abstract

In this paper a fatigue analysis and design process for offshore wind turbine (OWT) support structures with a parallel computation technology was developed. The joint type support structure was first classified, and the fatigue damage was then calculated using the Miner’s rule. Finally, Broyden’s method was used to design the member thickness to meet the design requirements of the OWT fatigue life. The numerical study indicated that this parallel fatigue procedure is highly efficient even when using a personal computer. For the fatigue issue of OWT support structures, this work indicates that the maximum damage is due to the power production plus the occurrence of faults for a hub wind speed that is a little greater than the rated wind speed. However, the major part of the fatigue damage is still generated during the power production. Under high wind conditions, parked wind turbines produce minimum wind forces, so fatigue damage is primarily from wave loads. This type of fatigue damage can control the fatigue design if the wave load is large.

Suggested Citation

  • Ju, Shen-Haw & Su, Feng-Chien & Ke, Yi-Pei & Xie, Min-Hsuan, 2019. "Fatigue design of offshore wind turbine jacket-type structures using a parallel scheme," Renewable Energy, Elsevier, vol. 136(C), pages 69-78.
    • Handle: RePEc:eee:renene:v:136:y:2019:i:c:p:69-78
    DOI: 10.1016/j.renene.2018.12.071
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    References listed on IDEAS

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    1. Marino, Enzo & Giusti, Alessandro & Manuel, Lance, 2017. "Offshore wind turbine fatigue loads: The influence of alternative wave modeling for different turbulent and mean winds," Renewable Energy, Elsevier, vol. 102(PA), pages 157-169.
    2. Häfele, Jan & Hübler, Clemens & Gebhardt, Cristian Guillermo & Rolfes, Raimund, 2018. "A comprehensive fatigue load set reduction study for offshore wind turbines with jacket substructures," Renewable Energy, Elsevier, vol. 118(C), pages 99-112.
    3. Passon, Patrik, 2015. "Damage equivalent wind–wave correlations on basis of damage contour lines for the fatigue design of offshore wind turbines," Renewable Energy, Elsevier, vol. 81(C), pages 723-736.
    4. Lee, Yeon-Seung & González, José A. & Lee, Ji Hyun & Kim, Young Il & Park, K.C. & Han, Soonhung, 2016. "Structural topology optimization of the transition piece for an offshore wind turbine with jacket foundation," Renewable Energy, Elsevier, vol. 85(C), pages 1214-1225.
    5. Dong, Wenbin & Moan, Torgeir & Gao, Zhen, 2012. "Fatigue reliability analysis of the jacket support structure for offshore wind turbine considering the effect of corrosion and inspection," Reliability Engineering and System Safety, Elsevier, vol. 106(C), pages 11-27.
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    Cited by:

    1. Han, Chaoshuai & Liu, Kun & Ma, Yongliang & Qin, Peijiang & Zou, Tao, 2021. "Multiaxial fatigue assessment of jacket-supported offshore wind turbines considering multiple random correlated loads," Renewable Energy, Elsevier, vol. 169(C), pages 1252-1264.
    2. Ju, Shen-Haw, 2022. "Increasing the fatigue life of offshore wind turbine jacket structures using yaw stiffness and damping," Renewable and Sustainable Energy Reviews, Elsevier, vol. 162(C).
    3. Wang, L. & Kolios, A. & Liu, X. & Venetsanos, D. & Rui, C., 2022. "Reliability of offshore wind turbine support structures: A state-of-the-art review," Renewable and Sustainable Energy Reviews, Elsevier, vol. 161(C).
    4. Zuo, Haoran & Bi, Kaiming & Hao, Hong & Xin, Yu & Li, Jun & Li, Chao, 2020. "Fragility analyses of offshore wind turbines subjected to aerodynamic and sea wave loadings," Renewable Energy, Elsevier, vol. 160(C), pages 1269-1282.

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