MDVA parametric optimization in box girder based on multi-mode control theory and its effects on low frequency vibration

被引:0
作者
Zhou L. [1 ]
Zhang T. [1 ]
Luo Y. [1 ]
机构
[1] Institute of Rail Transit, Tongji University, Shanghai
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2020年 / 39卷 / 23期
关键词
Effects on low frequency vibration; Multi-mode control theory; Multiple dynamic vibration absorbers (MDVA); Parametric optimization;
D O I
10.13465/j.cnki.jvs.2020.23.016
中图分类号
学科分类号
摘要
As multiple dynamic vibration absorbers (MDVA) have features of good vibration reduction effect and mass dispersion, here, MDVA's parameters were reasonably optimized to reduce vibration of box girder's components within multi-frequency bands under vehicle loads. Firstly, based on the fixed-point theory of a single-DOF system and the multi-DOF multi-mode control theory, the MDVA parametric optimization method for multi-objective mode was deduced. Secondly, the vehicle-rail-bridge finite element model was established. According to vibration spectrum and modal characteristics of box girder obtained with simulation, MDVA parameters and installation location were reasonably set up. Finally, the differences (1-250 Hz) between vibrations of box girder with and without MDVA were compared. Results showed that MDVA have better vibration absorption effect on multi-band responses of box girder; dynamic response results of rail and wheel reveal MDVA have a certain suppressing effect on their low frequency vibration. © 2020, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:107 / 113
页数:6
相关论文
共 18 条
[1]  
LI Xiaozhen, LIANG Lin, ZHAO Qiuchen, Et al., Influence of track structure type on noise radiated from an elevated box-girder, China Civil Engineering Journal, 51, 10, pp. 78-87, (2018)
[2]  
ZHANG Xun, SU Bin, LI Xiaozhen, Effects of fastener stiffness and damping on structure-borne noise of railway box-girders, Journal of Vibration and Shock, 34, 15, pp. 150-155, (2015)
[3]  
XU Zhisheng, ZHAI Wanming, Structure parameter influence of slab track for high speed railway on wheel-rail noise, Journal of Traffic and Transportation Engineering, 6, 4, pp. 23-26, (2006)
[4]  
WANG Ping, XU Jinhui, WANG Li, Et al., Effect of track stiffness on frequency response of vehicle-track coupling system, Journal of Railway Engineering Society, 31, 9, pp. 46-52, (2014)
[5]  
ZHOU Jinsong, ZHANG Wei, SUN Wenjing, Et al., Vibration reduction analysis of the dynamic vibration absorber on the flexible carbody of railway vehicles, China Railway Science, 30, 3, pp. 86-90, (2009)
[6]  
YANG Lin, SU Ronghua, HE Zheng, Effects of parameter variances on dynamic characteristics of dynamic vibration absorbers, Journal of Huazhong University of Science and Technology(Nature Science Edition), 38, 4, pp. 125-128, (2010)
[7]  
PAN Gongyu, ZHANG Ying, Research of two-series-mass dynamic vibration absorber and it's application on building vibration control, Advanced Materials Research, 146, 9, pp. 368-373, (2012)
[8]  
SUN Hongling, ZHANG Peiqiang, CHEN Haibo, Et al., Application of dynamic vibration absorbers in structural vibration controlunder multi-frequency harmonic excitations, Applied Acoustics, 69, 12, pp. 1361-1367, (2008)
[9]  
WANG Xi, YANG Bintang, YU Hu, Optimal design and experimental study of a multidynamic vibration absorber for multifrequency excitation, Journal of Vibration and Acoustics, 139, 3, pp. 1-7, (2017)
[10]  
ZHANG Longqing, ZHU Shengyang, CAI Chengbiao, Et al., Application of dynamic vibration absorbers in low-frequency vibration control of floating slab tracks, Engineering Mechanics, 33, 9, pp. 212-219, (2016)