Experimental research on design parameters of basin tuned and particle damper for wind turbine tower on shaker

被引:20
作者
Chen, Junling [1 ]
Wang, Yanchen [1 ]
Zhao, Yong [1 ]
Feng, Youquan [2 ]
机构
[1] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[2] Shanghai Fengchang Civil Engn Technol Co Ltd, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
particle impact damper; shaker test platform; tuned mass damper; vibration control; wind turbine; MASS DAMPERS; VIBRATIONS; IMPACT; REDUCTION;
D O I
10.1002/stc.2440
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A basin tuned and particle damper is proposed to reduce the wind-induced vibration for wind turbine tower. A shaker test platform was introduced to simulate the first-order vibration of the wind turbine tower under the emergency shutdown case. The swing frequency of the shaker can be adjusted by changing its suspension length. The different vibration intensity of wind turbine system can be considered by setting the different initial displacement on the shaker test platform. A series of tests were carried out to study the influence of different parameters on the damping effect. The displacement response of the shaker test platform was measured by the laser displacement sensor. The whole test process was recorded by a camera installed aside the steel frame for watching the movement characteristics of steel balls in containers. The videos and test results show that the proposed damper can effectively increase the system damping ratio. The influence of different parameters, such as controlled frequency sensitivity, damper mass ratio, and the number of steel balls per container on the damping effect, was studied by single factor analysis. It is found that the proposed damper has the advantage of being insensitive to the controlled frequency and is available for wind turbine tower during its design reference period. The research can provide a reference for the optimal design and application of this type of damper.
引用
收藏
页数:15
相关论文
共 27 条
[1]   Mitigating the structural vibrations of wind turbines using tuned liquid column damper considering soil-structure interaction [J].
Buckley, Tadhg ;
Watson, Phoebe ;
Cahill, Paul ;
Jaksic, Vesna ;
Pakrashi, Vikram .
RENEWABLE ENERGY, 2018, 120 :322-341
[2]   Vibration control using double-response damper and site measurements on wind turbine [J].
Chen, Jun-ling ;
Zhao, Yong ;
Cong, Ou ;
He, Min-juan .
STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (09)
[3]   Spherical tuned liquid damper for vibration control in wind turbines [J].
Chen, Jun-Ling ;
Georgakis, Christos T. .
JOURNAL OF VIBRATION AND CONTROL, 2015, 21 (10) :1875-1885
[4]   Tuned rolling-ball dampers for vibration control in wind turbines [J].
Chen, Junling ;
Georgakis, Christos T. .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (21) :5271-5282
[5]   Failure analysis and risk management of a collapsed large wind turbine tower [J].
Chou, Jui-Sheng ;
Tu, Wan-Ting .
ENGINEERING FAILURE ANALYSIS, 2011, 18 (01) :295-313
[6]  
Clough R., 1975, Dynamics of Structures
[7]   Tuned liquid column dampers in offshore wind turbines for structural control [J].
Colwell, Shane ;
Basu, Biswajit .
ENGINEERING STRUCTURES, 2009, 31 (02) :358-368
[8]   Active tuned mass dampers for control of in-plane vibrations of wind turbine blades [J].
Fitzgerald, B. ;
Basu, B. ;
Nielsen, S. R. K. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (12) :1377-1396
[9]   Wavelet-based individual blade pitch control for vibration control of wind turbine blades [J].
Fitzgerald, Breiffni ;
Staino, Andrea ;
Basu, Biswajit .
STRUCTURAL CONTROL & HEALTH MONITORING, 2019, 26 (01)
[10]   Particle impact damping [J].
Friend, RD ;
Kinra, VK .
JOURNAL OF SOUND AND VIBRATION, 2000, 233 (01) :93-118