多桩-混凝土承台式风力机支撑架振动特性分析

何先龙1、和庆冬2、金波3、郑涛3

振动与冲击 ›› 2019, Vol. 38 ›› Issue (19) : 174-181.

PDF(1016 KB)
PDF(1016 KB)
振动与冲击 ›› 2019, Vol. 38 ›› Issue (19) : 174-181.
论文

多桩-混凝土承台式风力机支撑架振动特性分析

  • 何先龙1、和庆冬2、金波3、郑涛3
作者信息 +

Vibration characteristics of multi-pile-concrete wind turbine towers

  • HE Xianlong1,HE Qingdong2,JIN Bo3,ZHENG Tao3
Author information +
文章历史 +

摘要

通过对某海上风电场的两座多桩-混凝土承台式5WM风力机塔筒的振动监测,得出了此类型风力机塔筒的振动特性。对3年的监测数据分析,得出此类型风力机塔筒有以下振动特性:风力机处于工作状态时,机舱的对风向偏航会引起塔筒频繁出现强振现象。此类强振具有持续时间达几十秒、加速度峰值可达10m/s^2、每个月出现几百次等特点。风力机处于停机状态时,在小风作用下,塔筒振动平稳、加速度峰值在0.1m/s^2以下;在台风作用下,塔筒振动波动较大、加速度峰值也可达10m/s^2,但是由于风力激励起了塔筒的第2阶及第3阶振型,导致塔筒的最大加速度出现在塔筒中部。在3年监测时间内,塔筒的前3阶固有频率值和阻尼比值未发生变化。监测结果表明:多桩-混凝土承台式风力机的塔筒在台风、机舱对风向偏航期间,都会产生强烈振动。因此,除了台风外,机舱的对风向偏航引起塔筒的强振现象过于频繁发生,也是风力机支撑架疲劳损伤的重要因素之一。本文的研究成果可为此类型风力机的塔筒设计、运营安全监测及损伤诊断提供参考。

Abstract

Through monitoring a certain offshore wind power field’s two multi-pile-concrete 5 MW wind turbines’ towers vibration, its characteristics were obtained. From the analysis results of three years,monitoring data, multi-pile-concrete wind turbine towers revealed vibration characteristics that when wind turbines are in working states, cabin yaws to the wind cause towers’ frequent strong vibrations, these strong vibrations last for tens of seconds, their acceleration peaks can reach 10 m/s2, these strong vibrations appear for hundreds times per month; when wind turbines are in shutdown state, under action of small wind, tower vibration is steady and its acceleration peak is below 0.1 m/s2, under action of typhoon, tower vibration fluctuates largely and its acceleration peak can reach 10 m/s2, but the wind excites the second and third orders modal shapes of tower, the maximum acceleration of tower appears in its middle; within 3-year long monitoring period, the first 3 natural frequencies and damping ratios of tower unchanged. The monitoring results showed that towers of multi-pile-concrete wind turbines cause strong vibrations during typhoon and cabin yaws to the wind; so, besides typhoon, cabin yaws to the wind causing tower strong vibrations too often is also one of important factors to lead to fatigue damage of wind turbines’ towers. The study results provided a reference for design, safe monitoring in operation and damage diagnosis of this type wind turbines.

关键词

振动监测 / 多桩-混凝土承台式风力机 / 台风 / 机舱对风向偏航

Key words

vibration monitoring / Multi-pile - concrete Wind Turbine / typhoon / Cabin yaw to wind direction

引用本文

导出引用
何先龙1、和庆冬2、金波3、郑涛3. 多桩-混凝土承台式风力机支撑架振动特性分析[J]. 振动与冲击, 2019, 38(19): 174-181
HE Xianlong1,HE Qingdong2,JIN Bo3,ZHENG Tao3. Vibration characteristics of multi-pile-concrete wind turbine towers[J]. Journal of Vibration and Shock, 2019, 38(19): 174-181

参考文献

[1] Raffa F A,Vatta V. The dynamic stiffness method for linear rotor-bearing system[J]. ASME Journal of Vibration and Acoustics,2016,118(7):332-339.
[2] Lee C W. Vibration Analysis of Rotors [M]..Kluwer Academic Publishers,Dordecht,Netherlands,1993.
[3] 王玉冰. 基于原型观测的海上风电结构振源和横风向振动研究[D].天津大学,2014.
Wangyubing. Research on vibration source and transverse wind direction vibration of offshore observations [D]. Tianjin University,2014.
[4] 魏泰,吴坤,黄军威. 风力机塔筒螺栓防松检测技术[J]. 机械与电子,2013,(8):78-80.
WEI Tai, WU Kun, HUANG Jun-wei. Prevent Loosing Detection Technology of the Wind Turbines Tower Bolts [J]. Machinery & Electronics, 2013,(8):78-80.
[5]李本立, 宋宪耕. 风力机结构动力学[M]. 北京:北京航空航天大学出版社, 1999.
LI Ben-li, SONG Xian-geng. Structural Dynamics of Wind Turbines[M]. Beihang University Press. 1999.
[6]龚元明,吴长水.高强度螺栓试验与测试系统的开发[J].上海工程技术大学学报,2011,(25):27-30.
GONG Yuan-ming, WU Chang-shui. Development of Testing and Measuring System for High Strength Bolt [J]. Journal of Shanghai University of Engineering Science, 2011,(25):27-30.
[7] 缑百勇,陆秋海,王波等. 利用固有频率异常值分析法检测螺栓拧紧力[J]. 振动与冲击,2015 Vol. 34 (23): 77-82.
GOU Bai-yong, LU Qiu-hai, WANG Bo, et al. Bolt tightening force detection using outlier analysis of structural natural frequencies [J].Journal of Vibration and Shock, 2015 Vol. 34 (23):
77-82.
[8]余坚,谢寿生,任立通等.拉杆转子装配振动检测分形研究[J]. 振动与冲击,2014 Vol.33(14): 84-88.
YU Jian, XIE Shou-sheng, REN Li-tong, et al. Fractal research on the assembly vibration detection of rod fastening rotor [J]. Journal of Vibration and Shock, 2014 Vol.33(14): 84-88.
[9]李允公,孔祥娜,高玉勇. 基于两被联件振动信号概率密度和PCA的螺栓松动识别方法研究[J]. 振动与冲击,2015 Vol. 34 (1): 63-67.
LI Yun-gong, KONG Xiang-na,GAO Yu-yong. Method for detecting bolt looseness based on probability density of vibration signals of two connected parts and principal component analysis [J]. Journal of Vibration and Shock, 2015 Vol.34 (1): 63-67.
[10] Loutas T H, Sotiriades G, Kalaitzoglou I, et al. Condition monitoring of a single-stage gearbox with artificially induced gear cracks utilizing on-line vibration and acoustic emission measurements[J]. Applied Acoustics, 2009, 70(9):1148-1159.
[11] 李源,曾宇,陈昌林. 不同单元类型风力机塔筒振动特性比较研究[J]. 东方电机,2012年第5期:43-46.
YI Yuan, ZENG Yu, CHEN Chang-lin. Comparison with the vibration characteristics of the different wind turbine towers [J]. Dongfang Electrical Machine, 2012(5):43-46.
[12] RACHID Y, ISMAIL E B, TRITSCH J B , et al. Dynamic study of a wind turbine blade with horizontal axis [J]. European Journal of Mechanics-A/Solids,2001, 20(2):216-225
20(2):216-225
[13] MURTAGH P J, BASU B, BRODERICK B M. Mode acceleration approach for rotating wind turbine blades[J].Journal of Multi-Body Dynamics,2001, 21(8):241-252
[14] PJ.Murtagh,B.Basu,B.M.Broderick.Along-wind response of a wind turbine tower with blade coupling subjected to rotationally sampled wind loading [J].Engineering Structures,2015,27(8):1209-1219
[15] 刘贻雄. 大型风力机塔筒结构动力学与稳定性分析[D]. 兰州理工大学硕士论文. 2012.
LIU Yi-xiong. Structure Dynamic Analysis and Buckling Stability Analysis on Large Wind Turbine Tower[D]. Lanzhou University of Technology. 2012.
[16]Ren Wei-xin,De Roeck,G.Structural damage identification using modal data.I:Simulation verification.Journal of Structural Engineering,ASCE,2002,128(1),87-95.
[17]何先龙,佘天莉,徐兵等. 基于塔筒振动特性识别风力机塔螺栓松动的研究[J]. 振动与冲击,2016 Vol. 35 (14): 112-118.
He Xianlong,She Tianli,Xu Bing. Method for detecting bolts looseness of a wind turbine tower based on its vibration characteristics [J]. Journal of Vibration and Shock, 2016 Vol.35 (14): 112-118.
[18] Marquez F,Tobias A,Perez J,Papaelias M. Condition monitoring of wind turbines:techniques and methods. Renew Energy 2012l46:69-78.http://dx.doi.org/10.1016/j.renene.2012.03.003.
[19] Wymore M,Van Dam J,Ceylan H, Qiao D. A survey of health monitoring systems for wind turbines. Renew Sustain Energy Rev 2015;52:976-90.http://dx.doi.org/10.1016/j.rser.2015.07.110.
[20] Devriendt C, Magalhães F, Weijtjens W, Sitter GD, Cunha Á, Guillaume P. Structural health monitoring of offshore wind turbines using automated operational modal analysis. Struct Health Monitor 2014;13(6):644–59. http://dx.doi.org/10.1177/1475921714556568.
[21] Shirzadeh R, Weijtjens W, Guillaume P, Devriendt C. The dynamics of an offshore wind turbine in parked conditions: a comparison between simulations and measurements. Wind Energy 2015;18:1685–702.http://dx.doi.org/10.1002/we.1781.

PDF(1016 KB)

Accesses

Citation

Detail

段落导航
相关文章

/