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海上风机支撑结构设计分析研究 被引量:1

Research on Design Analysis for Support Structure of Offshore Wind Turbine
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摘要 本文介绍了海上风机支撑结构的一般失效形式,提出了适合工程实践的设计分析方法,并以某一单立柱三桩的海上风机支撑结构为例,进行了最终极限强度计算、动力特性分析以及疲劳强度分析,计算结果表明:①疲劳工况是结构设计的控制工况;②支撑结构振动频率在风机工作频率1P和3P之间;③风机工作时的气动阻尼可有效减少支撑结构振动和疲劳损伤。本文提供方法和思路可为设计人员提供借鉴,对工程实践具有一定的指导作用。 This paper introduces the general failure modes, design and analysis method suitable for engineering practice the for support structures of offshore wind turbine. As an example, the ultimate strength, dynamic behavior and fatigue strength analysis are carried out for tripod type - a typical wind turbine support structure. Calculation results show that: ① Fatigue limit state is a control condition for the structure design; ② The vibration frequency of support structure is between 1P and 3P of the wind turbine; ③the aerodynamic damping can reduce vibration amplitude and fatigue damage of support structure. The methods and concepts given in this paper will serve as references for designers as well as guidelines for engineering industry.
作者 李红涛
出处 《中国造船》 EI CSCD 北大核心 2011年第A02期169-179,共11页 Shipbuilding of China
关键词 海上风机 支撑结构 失效形式 最终极限强度 动力特性 疲劳强度 气动阻尼 offshore wind turbine support structure ULS dynamic behavior FLS aerodynamic damping
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参考文献11

  • 1黄维平,刘建军,赵战华.海上风电基础结构研究现状及发展趋势[J].海洋工程,2009,27(2):130-134. 被引量:133
  • 2吴志良,王凤武.海上风电场风机基础型式及计算方法[J].水运工程,2008(10):249-258. 被引量:27
  • 3IEC TC88 WG3, Committee draft: design: requirements for offshore wind turbines[R], December 2005.
  • 4API recommended practice for planning, designing, and constructing fixed offshore platforms-load and resistance factor design[S]. American Petroleum Institute, Supplement 1, 1997.
  • 5Jan Van Der Tempel. Design of support structures for offshore wind turbines[R]. Offshore Engineering, Report, 2006,OE.009.
  • 6DNV-OS-J 101, Design of offshore wind turbine structure[S]. 2007.
  • 7FERGUSON, M C,et al. A typical design solution for an offshore wind energy conversion system[R]. Opti-OWECS Final Report,1998, Vol4.
  • 8FUGRO-GEOS. Metocean criteria for the blyth offshore wind form[R], 1999.
  • 9Victor D. Krolis et al., Evaluation of foundation design for monopile support structures for offshore wind trubines[J]. Wind Energy, 2009.
  • 10ABS. Guideline for building and classing offshore wind turbine installations[S], December 2010.

二级参考文献44

  • 1龚旭东,魏宏伟,亓发庆.辽东湾北部浅海区海洋工程地质特征[J].海岸工程,2006,25(2):47-54. 被引量:12
  • 2姚兴佳,隋红霞,刘颖明,王晓东.海上风电技术的发展与现状[J].上海电力,2007,20(2):111-118. 被引量:48
  • 3林毅峰,李健英,沈达,宋础.东海大桥海上风电场风机地基基础特性及设计[J].上海电力,2007,20(2):153-157. 被引量:47
  • 4Rubak R,Petersen J T.Monopile as part of aeroelastic wind turbine simulation code[A].Proceedings of the Offshore Wind Energy Conference[C].Copenhagen:COW,2005.
  • 5Cheng P w,van Kuik G A M,van Bussel G J W,et al.Bayesian analysis applied to statistical uncertainties of extreme response distributions of offshore wind turbines[J].Wind engineering,2002,26(3):157-169.
  • 6Liang Q H,zang J,Borthwick A G L,et al.Numerical simulation of non-linear wave interaction with an offshore wind turbine foundation[A].Proceedings of the Seventh 2006 ISOPE Pacific/Asia Offshore Mechanics Symposium[C].Dalian:ISOPE,2006:231-236.
  • 7Henderson A R(Ceasa),zaaijer M B.Hydrodymmic loading on offshore wind turbines[A].Proceedings of the International Offshore and Polar Engineering Conference[C].Toulon:ISOPE,2004:142-149.
  • 8Zaaijer M B.Comparison of monopile,tripod,suction bucket and gravity base design for a 6 MW turbine[A].Offshore Wind Energy in Mediterranean and Other European Seas[C].Naples:[s.n.],2003.
  • 9Trumars J M V,Tarp-Johansen N J,Krogh T.The effect of wave modelling on offshore wind turbine fatigue loads[A].Proceedings of the Offshore Wind Energy Conference[C].Copenhagen:COW,2005.
  • 10Veldkamp H F,Van Der Tempel J.Influence of wave modelling on the prediction of fatigue for offshore wind turbines[J].wind Energy,2005,8(1):49-65.

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