Feasibility Study of a Self-powered Magnetorheological Damper for Vibration Control of a Stay Cable

被引:0
作者
Wang, Zhihao [1 ,2 ]
Chen, Zhengqing [2 ]
机构
[1] North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou 450011, Peoples R China
[2] Hunan Univ, Wind Engn Res Ctr, Changsha 410082, Hunan, Peoples R China
来源
ADVANCES IN ENVIRONMENTAL VIBRATION | 2011年
关键词
MR damper; energy harvesting; generator; stay cable; modal damping ratio;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A new self-powered magnetorheological (MR) damper control system is first integrated based on energy harvesting technology, in which the power source of a MR damper is provided by a rotational permanent magnet direct current(DC) generator harvesting from structural vibration energy. Then, the presented self-powered MR damper is applied to control vibrations of a 21.6m-long cable in the laboratory. The test results show that the modal damping ratios of the cable in the first four modes can be improved dramatically by the developed self-powered MR damper. Moreover,the control performance with the self-powered MR damper is independent of the cable's vibration level. Moreover, the control mechanisms of the self-powered MR damper are investigated. It is found that, on one hand, the self-powered MR damper works as the linear viscous damper so that it won't lock the cable even when the cable vibrates with small amplitude, and on the other hand, it also can natively realize the negative stiffness control,which can greatly enhance the control performance.
引用
收藏
页码:875 / 882
页数:8
相关论文
共 20 条
[1]   A power harvester for wireless sensing applications [J].
Casciati, Fabio ;
Rossi, Roberto .
STRUCTURAL CONTROL & HEALTH MONITORING, 2007, 14 (04) :649-659
[2]  
Chen Z Q, 2006, P 4 WORLD C STRUCT C
[3]   MR damping system for mitigating wind-rain induced vibration on Dongting Lake Cable-Stayed Bridge [J].
Chen, ZQ ;
Wang, XY ;
Ko, JM ;
Ni, YQ ;
Spencer, BF ;
Yang, G ;
Hu, JH .
WIND AND STRUCTURES, 2004, 7 (05) :293-304
[4]   Feasibility study of an MR damper-based smart passive control system employing an electromagnetic induction device [J].
Choi, Kang-Min ;
Jung, Hyung-Jo ;
Lee, Heon-Jae ;
Cho, Sang-Won .
SMART MATERIALS AND STRUCTURES, 2007, 16 (06) :2323-2329
[5]   Cable vibration control using magnetorheological dampers [J].
Duan, YF ;
Ni, YQ ;
Ko, JM .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2006, 17 (04) :321-325
[6]   Modeling and control of magnetorheological dampers for seismic response reduction [J].
Dyke, SJ ;
Spencer, BF ;
Sain, MK ;
Carlson, JD .
SMART MATERIALS & STRUCTURES, 1996, 5 (05) :565-575
[7]   Design formulas for damping of a stay cable with a damper [J].
Fujino, Yozo ;
Hoang, Nam .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (02) :269-278
[8]   The role of negative stiffness in semi-active control of magneto-rheological dampers [J].
Hogsberg, Jan .
STRUCTURAL CONTROL & HEALTH MONITORING, 2011, 18 (03) :289-304
[9]  
Iemura H, 2003, J STRUCTURAL CONTROL, V103-4, P187
[10]   Mitigating stay cable oscillation using semiactive damping [J].
Johnson, EA ;
Baker, GA ;
Spencer, BF ;
Fujino, Y .
SMART STRUCTURES AND MATERIALS 2000: SMART SYSTEMS FOR BRIDGES, STRUCTURES, AND HIGHWAYS, 2000, 3988 :207-216