Resonance Analysis According to Initial Tower Design for Floating Offshore Wind Turbine

부유식 해상풍력발전기 타워의 초기 형상에 따른 공진 해석

  • 김준배 (울산대학교, 조선해양공학부) ;
  • 신현경 (울산대학교, 조선해양공학부)
  • Received : 2018.12.18
  • Accepted : 2018.12.27
  • Published : 2018.12.31

Abstract

To maximize power generation and reduce the construction cost of a commercial utility-grade wind turbine, the size of the wind turbine should be large. The initial design of the 12 MW University of Ulsan(UOU) Floating Offshore Wind Turbine(FOWT) was carried out based on the 5 MW National Renewable Energy Laboratory(NREL) offshore wind turbine model. The existing 5 MW NREL offshore wind turbines have been expanded to 12 MW UOU FOWT using the geometric law of similarity and then redesigned for each factor. The resonance of the tower is the most important dynamic responses of a wind turbine, and it should be designed by avoiding resonance due to cyclic load during turbine operations. The natural frequency of the tower needs to avoid being within the frequency range corresponding to the rotational speed of the blades, 1P, and the blade passing frequency, 3P. To avoid resonance, vibration can be reduced by modifying the stiffness or mass. The direct expansion of the 5 MW wind turbine support structure caused a resonance problem with the tower of the 12 MW FOWT and the tower length and diameter was adjusted to avoid a match of the first natural frequency and 3P excitation of the tower.

Keywords

Acknowledgement

Supported by : 한국에너지기술평가원, 한국전력공사

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