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Research on Dynamic Response Characteristics of 6 MW Spar-Type Floating Offshore Wind Turbine 被引量:4

Research on Dynamic Response Characteristics of 6 MW Spar-Type Floating Offshore Wind Turbine
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摘要 A 6 MW spar-type floating offshore wind turbine (FOWT) model is put forward and a fully coupled aero-hydro-servo-elastic time domain model is established in the fatigue, aerodynamics, structures and turbulence (FAST) code. Influence rules of wind 10ad and wave load on the characteristics of 6 MW spar-type FOWT are investigated. Firstly, validation of the model is carried out and a satisfactory result is obtained. The maximal deviations of rotor thrust and power between simulation results and reference values are 4.54% and -2.74%, respectively. Then the characteristics, including rotor thrust, rotor power, out-of-plane blade deflection, tower base fore-aft bending moment, and mooring line tension, are researched. The results illustrate that the mean value of dynamic response characteristics is mainly controlled by the wind-induced action. For characteristics of tower base fore-aft bending moment and platform pitch motion, the oscillation is dominated by the wave-induced action during all conditions considered. For characteristics of out-of-plane blade tip deflection and mooring line tension, the oscillation is commanded by combination effect of wave and wind loads when the wind speed is lower than the rated wind speed (hereinafter referred to as below rated wind speed) and is controlled by the wave-induced action when the wind speed is higher than the rated wind speed (hereinafter referred to as above rated wind speed). As to the rotor thrust and power, the oscillation is dominated by the wind induced action at below rated wind speed and by the combination action of wind and wave loads at above rated wind speed. The results should be useful to the detailed design and model basin test of the 6 MW spar-type FOWT. A 6 MW spar-type floating offshore wind turbine(FOWT) model is put forward and a fully coupled aero-hydro-servo-elastic time domain model is established in the fatigue,aerodynamics,structures and turbulence(FAST) code.Influence rules of wind load and wave load on the characteristics of 6 MW spar-type FOWT are investigated.Firstly,validation of the model is carried out and a satisfactory result is obtained.The maximal deviations of rotor thrust and power between simulation results and reference values are 4.54% and-2.74%,respectively.Then the characteristics,including rotor thrust,rotor power,out-of-plane blade deflection,tower base fore-aft bending moment,and mooring line tension,are researched.The results illustrate that the mean value of dynamic response characteristics is mainly controlled by the wind-induced action.For characteristics of tower base fore-aft bending moment and platform pitch motion,the oscillation is dominated by the wave-induced action during all conditions considered.For characteristics of out-of-plane blade tip deflection and mooring line tension,the oscillation is commanded by combination effect of wave and wind loads when the wind speed is lower than the rated wind speed(hereinafter referred to as below rated wind speed) and is controlled by the wave-induced action when the wind speed is higher than the rated wind speed(hereinafter referred to as above rated wind speed).As to the rotor thrust and power,the oscillation is dominated by the wind induced action at below rated wind speed and by the combination action of wind and wave loads at above rated wind speed.The results should be useful to the detailed design and model basin test of the 6 MW spar-type FOWT.
作者 MENG Long HE Yanping ZHOU Tao ZHAO Yongsheng LIU Yadong 孟龙;何炎平;周涛;赵永生;刘亚东(State Key Laboratory of Ocean Engineering, Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China)
出处 《Journal of Shanghai Jiaotong university(Science)》 EI 2018年第4期505-514,共10页 上海交通大学学报(英文版)
基金 the National Basic Research Program(973) of China(No.2014CB046205)
关键词 floating offshore wind turbine(FOWT) time domain response wind and wave loads dynamic response characteristics floating offshore wind turbine (FOWT) time domain response wind and wave loads dynamic response characteristics
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  • 1BTM Consult APS. International wind energy devel- opment world market update 2009, forecast 2010-- 2014 [R]. Denmark: BTM Consult APS, 2010.
  • 2American Bureau of Shipping. Guidance notes on global performance analysis for floating offshore wind turbine [R]. Houston, USA: American Bureau of Ship- ping, 2013.
  • 3JONKMAN J M. Dynamics of offshore floating wind turbines-model development and verification [J]. Wind Energy, 2009, 12: 459-492.
  • 4JONKMAN J M, MATHA D. Dynamics of offshore floating wind turbines-analysis of three concepts [J]. Wind Energy, 2011, 14: 557-569.
  • 5KARIMIRAD M, MOAN T. Wave- and wind- induced dynamic response of a spar-type offshore wind turbine [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2012, 138: 9-20.
  • 6ZHAO Y S, YANG J M, HE Y P. Preliminary design of a multi-column TLP foundation for a 5-MW offshore wind turbine [J]. Energies, 2012, 5: 3874-3891.
  • 7JONKMAN J M, BUHL JR M L. FAST user's guide [R]. Colorado, USA: National Renewable Energy Lab- oratory, 2005.
  • 8JONKMAN J M, BUTTERFIELD S, MUSIAL W, et al. Definition of a 5-MW reference wind turbine foroffshore system development [R]. Colorado, USA: Na- tional Renewable Energy Laboratory, 2009.
  • 9International Electrotechnical Committee. Wind tur- bine generator systems. Part 1. Design requirements [R]. Geneva, Switzerland: International Electrotechni- cal Commission, 2005.
  • 10International Electrotechnical Commission. Wind tur- bines. Part 3. Design requirements for offshore wind turbines [R]. Geneva, Switzerland: International Elec- trotechnieM Commission, 2009.

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