ASSESSMENT ON WIND-INDUCED FATIGUE LIFE OF WIND TURBINE TOWER CONSIDERING JOINT PROBABILITY DISTRIBUTION OF WIND SPEED AND WIND DIRECTION

Li Wanrun, Guo Saicong, Zhang Guangli, Du Yongfeng

Acta Energiae Solaris Sinica ›› 2022, Vol. 43 ›› Issue (5) : 278-286.

PDF(2493 KB)
Welcome to visit Acta Energiae Solaris Sinica, Today is
PDF(2493 KB)
Acta Energiae Solaris Sinica ›› 2022, Vol. 43 ›› Issue (5) : 278-286. DOI: 10.19912/j.0254-0096.tynxb.2020-0976

ASSESSMENT ON WIND-INDUCED FATIGUE LIFE OF WIND TURBINE TOWER CONSIDERING JOINT PROBABILITY DISTRIBUTION OF WIND SPEED AND WIND DIRECTION

  • Li Wanrun, Guo Saicong1,2, Zhang Guangli1,2, Du Yongfeng
Author information +
History +

Abstract

To study the influence of wind direction on the fatigue life of wind turbine tower, the wind-induced fatigue life of wind turbine tower is studied by introducing the joint probability distribution of wind speed and wind direction based on the measured data. Firstly, combined with the measured wind speed and direction data of Anxi in Gansu Province during 37 years, the joint probability distribution of wind speed and direction is given. Then, the master S-N curve is used to analyze the flange and tower-door response principle on the wind turbine tower under different conditions of wind direction and wind speed. Finally, the joint probability distribution of wind speed and direction is adopted to investigate the wind-induced fatigue life of wind turbine tower. The results show that the change of various angle between the tower-door and the wind turbine orientation and the change of wind speed have impact on the wind-induced fatigue life of wind turbine tower. The maximum fatigue life can be predicted when the angle between the tower-door and the wind wheel reaches 225°. The variation of the fatigue life is the largest in the wind-speed range of 10-14 m/s. The mathematical method of joint probability distribution makes the calculation of the wind-induced fatigue life more accurate and the fatigue life can be prolonged by adjusting the orientation of tower-door. Therefore, it is suggested that the joint probability distribution of local wind speed and direction should be considered in the design of wind turbine tower.

Key words

wind turbines / fatigue life / wind speed / tower / wind direction / joint probability distribution

Cite this article

Download Citations
Li Wanrun, Guo Saicong, Zhang Guangli, Du Yongfeng. ASSESSMENT ON WIND-INDUCED FATIGUE LIFE OF WIND TURBINE TOWER CONSIDERING JOINT PROBABILITY DISTRIBUTION OF WIND SPEED AND WIND DIRECTION[J]. Acta Energiae Solaris Sinica. 2022, 43(5): 278-286 https://doi.org/10.19912/j.0254-0096.tynxb.2020-0976

References

[1] PETROV A A.Dynamic response and life prediction of steel structures under wind loading[J]. Journal of wind engineering & industrial aerodynamics, 1998, 74(98): 1057-1065.
[2] LAVASSAS I, NIKOLAIDIS G, ZERVAS P, et al.Analysis and design of the prototype of a steel 1 MW wind turbine tower[J]. Engineering structures, 2003, 25(8): 1097-1106.
[3] 黄健, 邓洪洲, 屠海明, 等. 单管塔疲劳效应的时域分析[J]. 同济大学学报(自然科学版), 2003, 31(12): 1392-1394.
HUANG J, DENG H Z, TU H M, et al.Analysis within time domain for fatigue of single-pipe tower[J]. Journal of Tongji University(natural science edition), 2003, 31(12): 1392-1394.
[4] 余玮, 柯世堂. 大型风力机塔架-叶片体系风振与地震作用对比研究[J]. 太阳能学报, 2017, 38(8): 2117-2125.
YU W, KE S T.Comparison research of wind effectant seismic action for tower-blade of large scale wind turbine[J]. Acta energiae solaris sinica, 2017, 38(8): 2117-2125.
[5] 刘胜祥, 李德源, 黄小华. 风波联合作用下的风力机塔架疲劳特性分析[J]. 太阳能学报, 2009, 30(10): 1430-1436.
LIU S X, LI D Y, HUANG X H.Fatigue characteristic analysis of the offshore wind turbine tower under combined wind and wave[J]. Acta energiae solaris sinica, 2009, 30(10): 1430-1436.
[6] 潘萍萍. 大型风力机塔架动响应特性及失效机理研究[D]. 沈阳: 沈阳工业大学, 2013.
PAN P P.Study on the dynamic characteristic and failure mechanism of the large-scale wind turbine tower[D]. Shenyang: Shenyang University of Technology, 2013.
[7] 倪小伟. 基于MWCM的风力发电机组塔筒门段焊缝多轴疲劳研究[D]. 重庆: 重庆大学, 2013.
NI X W.Multiaxial fatigue analysis of tower door-weld on wind turbine based on MWCM[D]. Chongqing: Chongqing University, 2013.
[8] YETER B, GARBATOV Y, SOARES C G.Fatigue damage assessment of fixed offshore wind turbine tripod support structures[J]. Engineering structures, 2015, 101: 518-528.
[9] DARGAHI N G R. A statistical model for estimation of upper tail probabilities[J]. Journal of mechanical design, 1982, 104(3): 651-651.
[10] GARCIA A, TORRES J L, PRIETO E, et al.Fitting wind speed distributions: a case study[J]. Solar energy, 1998, 62(2): 139-144.
[11] 王浩, 徐梓栋, 陶天友, 等. 基于2008—2015年实测数据的苏通大桥风速风向联合分布分析[J]. 东南大学学报(自然科学版), 2016, 46(4): 836-841.
WANG H, XU Z D, TAO T Y, et al.Analysis on joint distribution of wind speed and direction on Sutong Bridge based on measured data from 2008 to 2015[J]. Journal of Southeast University(natural science edition), 2016, 46(4): 836-841.
[12] DONG P S.A structural stress definition and numerical implementation for fatigue analysis of welded connections[J]. International journal of fatigue, 2001, 23(10): 865-876.
[13] DONG P S, CAO Z, HONG J K.Low-cycle fatigue evaluation using the weld master S-N curve[C]//ASME Pressure Vessels and Piping/ICPVT-11 Conference, Vancouver, Canada, 2006: 237-246.
PDF(2493 KB)

Accesses

Citation

Detail

Sections
Recommended

/