新型竖向电涡流-磁力混合阻尼装置试验研究

朱前坤,马齐飞,张琼,杜永峰

振动与冲击 ›› 2022, Vol. 41 ›› Issue (3) : 62-72.

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振动与冲击 ›› 2022, Vol. 41 ›› Issue (3) : 62-72.
论文

新型竖向电涡流-磁力混合阻尼装置试验研究

  • 朱前坤,马齐飞,张琼,杜永峰
作者信息 +

Test of a new vertical eddy current magnetic hybrid damping device

  • ZHU Qiankun, MA Qifei, ZHANG Qiong, DU Yongfeng
Author information +
文章历史 +

摘要

针对大跨轻质结构的减振需要,研制了一种新型竖向电涡流-磁力混合阻尼器样机。首先介绍混合阻尼器的减振原理及振动方程;接着介绍了三种不同的磁路设计和制作过程;随后对样机进行试验,测量其动力参数和减振性能。结果表明,在铜板后方和底板上方安装磁铁均能改变阻尼器的附加刚度;特定磁路设计减少电涡流阻尼系数,增大等效磁力阻尼系数和负刚度。其中对结构模型安装电涡流阻尼器的位移减振率可达89.2%,同等工况下安装三种电涡流-磁力阻尼器的位移减振率分别可达92.5%,94.8%和95.9%。当激励幅值增大,电涡流-磁力阻尼器对结构的控制效果比电涡流阻尼器具有更强的鲁棒性。本研究对土木工程领域中磁力减振的应用及发展,具有借鉴意义。

Abstract

A new type of vertical eddy current magnetic hybrid damper is developed for the vibration reduction of long-span lightweight structures. Firstly, the vibration reduction principle and vibration equation of the hybrid damper are introduced; then, the design and manufacture process of three different magnetic circuits are introduced; then, the prototype is tested to measure its dynamic parameters and vibration reduction performance. The results show that the geometric stiffness of the damper can be changed by installing magnets behind the copper plate and above the bottom plate; the specific magnetic circuit design reduces the eddy current damping coefficient, and increases the equivalent magnetic damping coefficient and negative stiffness. Among them, the vibration reduction rate of the eddy current damper on the structural model can reach 89.9%, and the vibration reduction rate of the three kinds of eddy current magnetic dampers can reach 92.5%, 94.8% and 95.9%, respectively. When the excitation amplitude increases, the control effect of eddy current magnetic damper is stronger than that of eddy current damper. This study has reference significance for the application and development of magnetic vibration reduction in civil engineering.

关键词

电涡流-磁力阻尼器 / 磁路设计 / 减振率 / 负刚度

Key words

 Eddy current magnetic damper / magnetic circuit design / damping ratio / negative stiffness

引用本文

导出引用
朱前坤,马齐飞,张琼,杜永峰. 新型竖向电涡流-磁力混合阻尼装置试验研究[J]. 振动与冲击, 2022, 41(3): 62-72
ZHU Qiankun, MA Qifei, ZHANG Qiong, DU Yongfeng. Test of a new vertical eddy current magnetic hybrid damping device[J]. Journal of Vibration and Shock, 2022, 41(3): 62-72

参考文献

[1] 徐超,张一凡,韩晓明,等.基于机器视觉的大柔性结构振动位移测量[J].振动.测试与诊断,2017,37(04):781-786+846.
Xu Chao, Zhang Yifan, Han Xiaoming, et al. Machine Vision Based Vibration Dispacement Measurement of Large Flexible Structures [J]. Vibration. Test and diagnosis, 2017,37(04):781-786+846.
[2] 许福友,丁威,姜峰,等.大跨度桥梁涡激振动研究进展与展望[J]. 振动与冲击,2010,29(10):40-49.
Xu Fuyou, Ding Wei, Jiang Feng, et al. Development and prospect of study on vortex-induced vibration of long-span bridges[J]. Vibration and shock, 2010, 29 (10): 40-49.
[3] An Q, Chen Z H, Ren Q, et al. Control of human-induced vibration of an innovative CSBS–CSCFS[J]. Journal of Constructional Steel Research, 2015, 115: 359-371.
[4] 欧进萍. 结构振动控制: 主动, 半主动和智能控制[M]. 北京:科学出版社, 2003.
Ou Jinping. Structural vibration control: active, semi-active and intelligent control [M]. Beijing: Science Press, 2003.
[5] 曾传旺,袁维娜,黄兆明,等.橡胶型摩擦阻尼器的性能研究[J].橡胶工业,2020,67(01):52-56.
Zeng Chuanwang, yuanweina, Huang Zhaoming, et al. Property of Rubber Friction Damper[J]. Rubber industry, 2020,67 (01): 52-56.
[6] 聂利英,郭其远,李建中.设置纵向大型液体粘滞阻尼器的大跨斜拉桥主梁纵向运动阻尼水平研究[J].工程力学,2015,32(09):141-148.
NIE Li-ying , GUO Qi-yuan, LI Jian-zhong . Longitudinal damping level of girder motion of long-span cable stayed bridge with large longitudinal fluid viscous dampers[J]. Engineering mechanics, 2015,32 (09): 141-148.
[7] Zhang H Y , Chen Z Q , Hua X G , et al. Design and dynamic characterization of a large-scale eddy current damper with enhanced performance for vibration control[J]. Mechanical Systems and Signal Processing, 2020, 145:106879.
[8] 窦志伟,李俊昇.金属橡胶先进材料技术的应用研究[J].航空标准化与质量,2011(01):11-14.
[9] 秦丽,彭凌云,李业学.变摩擦系数式变摩擦TMD及其减震控制效果研究[J].土木工程学报,2013,46(11):81-88.
Qin Li, Peng Lingyun, Li yexue Study on variable friction TMD with friction coefficient changeable and its seismic control[J]. Journal of civil engineering, 2013,46 (11): 81-88.
[10] Qiang Pan, Tian He, Denghong Xiao, et al. Design and Damping Analysis of a New Eddy Current Damper for Aerospace Applications. 2019, 13(11):1997-2011.
[11] Ali Asghar Maddah, Yousef Hojjat, Mohammad Reza Karafi, et al. Reduction of magneto rheological dampers stiffness by incorporating of an eddy current damper[J]. Journal of Sound and Vibration, 2017,51-68.
[12] Lee, K. and Park, K. Optimal Robust Control of a Contact-less Brake System Using an Eddy Current.Mechatronics, 1999, No. 6,615–631.
[13] 汪志昊,郜辉,张新中,田文文.单摆式电涡流TMD装置优化设计与模型试验研究[J].振动与冲击,2018,37(09):1-7.
Wang Zhihao, Gao Hui, Zhang Xinzhong, Tian Wenwen. Optimization design and model test of single pendulum eddy current TMD device [J]. Vibration and shock, 2018,37 (09): 1-7.
[14] Kwak M, Lee M, Heo S, et al. Vibration Suppression Using Eddy Current Damper[J]. Transactions of The Korean Society for Noise and Vibration Engineering, 2003, 13(10): 760-766.
[15] Sodano H A, Bae J, Inman D J, et al. Improved Concept and Model of Eddy Current Damper[J]. Journal of Vibration and Acoustics, 2006, 128(3): 294-302.
[16] Sebastian Glanzner. Magnetic damper for vibration absorbers[P]. US10550910,2020-02-04.
[17] Naoto MI FUNE,杨兵.磁力减振器减振特性的研究[J].国外内燃机车,1998(05):3-5.
[18] 汪志昊,郜辉,张闯,刘飞.摆式调谐质量阻尼器频率调节新方法[J].振动工程学报,2016,29(06):1062-1069.
Wang Zhihao, Gao Hui, Zhang Chuang, Liu Fei. A new method for frequency regulation of pendulum tuned mass damper [J]. Journal of vibration engineering, 2016,29 (06): 1062-1069.
[19] 李辉,何锃.新型减振器的研究[J].机械设计与研究,1999(04):3-5.
Li Hui, He Zeng. Design and Analysis of a New Magnet-suspended Automobile Buffer[J]. Mechanical design and research, 1999 (04): 3-5.
[20] Zhou N, Liu K.A tunable high-static-low-dynamic stiffness vibration isolator[J].Journal of Sound and Vibration, 2010,329(9):1254-1273.
[21] 华旭刚,温青,陈政清,等.大跨度双层曲线斜拉桥人致振动减振优化与实测验证[J].振动工程学报,2016,29(05):822-830.
Hua Xugang, Wen Qing, Chen Zhengqing, et al. Design and experimental validation of structural vibration control of a curved twin-deck cable-staye[J]. Journal of vibration engineering, 2016,29 (05): 822-830.
[22] Natheer Alatawneh,Pragasen Pillay. Modeling of the interleaved hysteresis loop in the measurements of rotational core losses[J]. Journal of Magnetism and Magnetic Materials,2016,397.
[23] 陈政清,田静莹,黄智文,等.板式电涡流阻尼系数的计算与试验修正方法[J].中国公路学报,2016,29(10):46-53.
Chen Zhengqing, Tian Jingying, Huang Zhiwen, et al. Calculation and Test Correction Method of Plane Type Eddy Current Damping Coefficient[J]. Chinese Journal of highway, 2016,29 (10): 46-53.
[24] 柴凯,杨庆超,朱石坚,等.矩形永磁铁的磁力计算及其应用[J].噪声与振动控制,2016,36(06):51-55+66.
Chai Kai, Yang Qingchao, Zhu Shijian, et al.Magnetic Force Calculation of Rectangular Permanent Magnets and Its Application[J]. Noise and vibration control, 2016,36 (06): 51-55 + 66.
[25] COTONI V, SHORTER P, LANGLEY R. Numerical and experimental validation of a hybrid finite element-statistical energy analysis method[J]. The Journal of the Acoustical Society of America, 2007, 122(1): 259-270.
[26] 宋后定, 陈培林. 永磁材料及其应用[M]. 北京: 机械工业出版社, 1984.
Song houding, Chen Peilin. Permanent magnet materials and their applications [M]. Beijing: China Machine Press, 1984.
[27] 李景天, 宋一得, 郑勤红, 等. 用等效磁荷法计算永磁体磁场[J]. 云南师范大学学报, 1999, 19(2):33-36.
Li Jingtian, song Yide, Zheng Qinhong, et al.Computation of the Magnetic Field of Permanent Magnet with Equivlent Magnetic Charge Method[J].Journal of Yunnan Normal University, 1999, 19 (2): 33-36.
[28] 田录林,贾嵘,杨国清,等.永磁铁磁贴合体的磁场及磁力[J].电工技术学报,2008(06):7-13.
Tian Lulin, Jia Rong, Yang Guoqing, et al. The Magnetic Field and Magnetic Force of Permanent Magnet Affixed to a Plane Magnetizer[J]. Journal of electrotechnics, 2008 (06): 7-13.
[29] 朱前坤,马法荣,张琼,等.行人-结构竖向动力耦合效应试验研究[J].建筑结构学报,2020,41(11):125-133.
ZHU Qiankun, MA Farong, ZHANG Qiong, et al. Experimental study on vertical dynamic coupling effect of pedestrian-structure[J]. Journal of building structure, 2020,41 (11): 125-133.
[30] 王文熙,华旭刚,王修勇,等.TMD系统在自身参数随机偏离下的减振有效性和可靠性分析[J].振动与冲击,2016,35(01):228-234.
WANG Wen-xi, HUA Xu-gang, WANG Xiu-yong, et al. Vibration reduction validity and reliability of a TMD system under random deviation of its own param[J]. Vibration and shock, 2016,35 (01): 228-234.
[31] Den Hartog JP. Mechanical vibrations. 3rd ed. New York: McGraw-Hill; 1947.
[32] 陈政清,黄智文,王建辉,等.桥梁用TMD的基本要求与电涡流TMD[J].湖南大学学报(自然科学版),2013,40(08):6-10.
Chen Zhengqing, Huang Zhiwen, Wang Jianhui, et al. Basic Requirements of Tuned Mass Damper for Bridges and the Eddy Current TMD[J]. JOURNAL OF HUNAN UNIVERSITY (NATURAL SCIENCE EDITION), 2013,40 (08): 6-10.
[33] GB/T 2089-2009,普通圆柱螺旋压缩弹簧尺寸及参数[S]. 中华人民共和国国家标准.
GB/T 2089-2009, general cylindrical helical compression spring dimensions and parameters [S]. National standard of the people's Republic of China.
[34] 雷旭,牛华伟,陈政清,等.大跨度钢拱桥吊杆减振的新型电涡流TMD开发与应用[J].中国公路学报,2015,28(04):60-68+85.
Lei Xu, Niu Huawei, Chen Zhengqing, et al. Development and Application of a New-type Eddy Current TMD for Vibration Control of Hangers of Long[J]. Chinese Journal of highway, 2015,28 (04): 60-68 + 85.
[35] Wang Z, Chen Z, Wang J, et al. Feasibility study of a large-scale tuned mass damper with eddy current damping mechanism[J]. Earthquake Engineering and Engineering Vibration, 2012, 11(3): 391-401.
[36] 李湛,李鹏飞,姜震宇,等.不同激励模式下桥梁实测阻尼比差异[J].振动与冲击,2016,35(03):62-67.
Li Zhan, Li Pengfei, Jiang Zhenyu, et al. Difference of bridge damping ratio under different excitations[J]. Vibration and shock, 2016,35 (03): 62-67.
[37] 顾金钧,赵煜澄,邵克华.九江长江大桥应用新型TMD抑制吊杆涡振[J].土木工程学报,1994(03):3-13.7.
Gu Jinjun Zhao Yucheng, Shao Kehua. Application of new TMD to suppressing vortex-shedding vibration of hangers of Jiujiang bridge over vangtze river [J]. Journal of civil engineering, 1994 (03): 3-13.7.
[38] Shi, Weixing & Wang, Liangkun & Lu, Zheng, et al. Experimental and numerical study on adaptive-passive variable mass tuned mass damper. Journal of Sound and  Vibration,2019,452:97-111.
[39] 王梁坤,施卫星,严俊,等.自调频TMD及其减振效果的数值模拟[J].结构工程师,2017,33(04):147-153.
Wang liangkun, Shi Weixing, Yan Jun, et al. The Semi-adaptive Tuned Mass Damper and the Numerical Simulation of its Effect on Controlling Vibrat[J]. Structural engineer, 2017,33 (04): 147-153.

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