期刊文献+

考虑叶片偏航和干扰效应大型风力机体系风振响应与稳定性分析 被引量:5

Analysis on Wind-induced Response and Stability of Large Wind Turbine Systems Considering Blade Yaw and Interference Effects
下载PDF
导出
摘要 叶片偏航和干扰会显著改变大型风力机表面气动力分布模式,进而影响风力机体系的风振响应和稳定性能.以某5 MW大型风力机为研究对象,首先采用大涡模拟(LES)方法进行了最不利叶片位置下考虑6个偏航角(0°、5°、10°、20°、30°和45°)影响的风力机体系流场和气动力模拟,并与规范及国内外实测结果进行对比验证了大涡模拟的有效性.在此基础上,结合有限元方法系统分析了不同偏航角下风力机塔架-叶片耦合模型的动力特性、风振响应和稳定性能.结果表明:不同偏航角下塔架径向位移均值和均方差的最大值均出现在塔架环向0°和180°处,最大塔底弯矩均出现在环向20°处.0°偏航时各叶片顺风向位移响应极值均大于2.7 m,随着偏航角的增大,塔架顶部径向位移、叶片顺风向位移和叶片根部内力的均值及均方差均逐渐减小,而临界风速则呈现先减后增再减小的趋势.综合表明:0°偏航角下风力机体系气动性能和风振响应均最为不利,45°偏航角下风力机体系的稳定性能最为不利. The aerodynamic performances of large wind turbine systems are significantly affected by blade yaw and interference, and then the wind-induced response and stability of the wind turbine system are changed.Taking the 5 MW wind turbine as the example,the flow field and aerodynamic forces of the wind turbine systems considering the six yaw angles(0, 5, 10, 20, 30 and 45 degrees) were simulated by large eddy simulation method,and the numerical simulation results were compared with standard curves to verify the validity of the numerical method. On this basis, the dynamic characteristics, wind-induced response and stability of the wind turbine systems under different yaw angles were analyzed by the finite element method. Main conclusions are as follows: The maximum values of the mean value and the mean square deviation of the radial displacement forthe tower under different yaw angles appearat 0 and 180 degrees, the maximum bending moment at the bottom of the tower appears in the circumferential direction of 20 degrees, and the peak value of three blade tip displacement response under 0 degrees yaw is more than 2.7 m. With the increase of the yaw angle, the mean value and mean square deviation of the radial displacement at the top of the tower, the forward displacement of the blade and the internal force of the blade root are gradually reduced, and the critical wind speed decreases first, then increases and decreases again. The results show that the aerodynamic performance and the wind-induced response of large wind turbine systems is the most unfavorable andthe largest under the 0 degree yaw angle, and the stability performance under 45 degrees yaw angle is the most unfavorable.
作者 柯世堂 王晓海 KE Shitang;WANG Xiaohai(Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China;Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design,Nanjing University of Aeronauticsand Astronautics,Nanjing 210016,China)
出处 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2018年第7期61-70,共10页 Journal of Hunan University:Natural Sciences
基金 国家自然科学基金项目(51761165022 U1733129) 江苏省优秀青年基金项目(BK20160083) 国家973计划项目(2014CB046200) 中国博士后科学基金资助项目(2015T80551) 江苏省风力机设计高技术研究重点实验室自主课题(ZAA20160013) 江苏高校"青蓝工程"资助~~
关键词 风力机 大涡模拟 偏航效应 气动力分布 风振响应 稳定性能 wind turbines large eddy simulation yaw effect aerodynamic force distribution wind-induced re原sponse stability
  • 相关文献

参考文献11

二级参考文献103

  • 1雷阿林,张学栋,唐克丽.几种计算水滴降落速度方法的比较[J].水土保持通报,1995,15(4):43-47. 被引量:17
  • 2张学志,黄维平,李华军.考虑流固耦合时的海洋平台结构非线性动力分析[J].中国海洋大学学报(自然科学版),2005,35(5):823-826. 被引量:31
  • 3刘雄,陈严,叶枝全.水平轴风力机气动性能计算模型[J].太阳能学报,2005,26(6):792-800. 被引量:105
  • 4Lesaffre N, Sinou J J, Thouverez F. Stability analysis of rotating beams rubbing on an elastic circular structure [J].Journal of Sound and Vibration, 2007, 299: 1005- 1032.
  • 5Baumgar A. A mathematical model for wind turbine blades [J]. Sound Vibration, 2002, 25(11): 1 - 12.
  • 6Naguleswaran S. Lateral vibration of a centrifugally tensioned uniform Euler-BemouUi beam [J]. Sound Vibration, 1994, 176(5): 613 - 624.
  • 7Lee C L, A1-Salem M F, Woehrle T G. Natural frequency measurements for rotating span wise uniform cantilever beams [J]. Sound Vibration, 2001, 240(5): 57-61.
  • 8Lavassas, Nikolaidis G; Zervaset E Analysis and design of the prototype of a steel 1-MW wind turbine tower [J]. Engineering Structure, 2003, 25: 1097-1106.
  • 9Schwartz S, Argyriadis K. Analysis of the fatigue loading of an offshore wind turbine using time and frequency domain method [R]. Johannis Bollwerk: Germanischer Lloyd Wind Energy Gmbh, 2001: 6- 9.
  • 10Shinozuka M. Simulation of multivariate and multidimensional random process [J]. Journal of the Acoustical Society of America, 1971, 49(1): 357-367.

共引文献77

同被引文献33

引证文献5

二级引证文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部