Study on design method of floating slab vibration isolator with high static and low dynamic stiffness characteristic

被引:0
|
作者
Liu W. [1 ,2 ]
Zhu G. [3 ]
Du X. [1 ,4 ]
Xiao J. [5 ,6 ]
Yang J. [2 ]
Jiang C. [1 ,4 ]
机构
[1] Railway Engineering Research Institution, China Academy of Railway Sciences Corporation Limited, Beijing
[2] Zhuzhou Times New Material Technology Co., Ltd., Zhuzhou
[3] School of Astronautics, Harbin Institute of Technology, Harbin
[4] State Key Laboratory for Track Technology of High-speed Railway, Beijing
[5] Department of Mechanical Engineering, Tsinghua University, Beijing
[6] Beijing Tieke Shougang Railway-Tech Co., Ltd., Beijing
来源
关键词
dynamic displacement; floating slab track; high static-low dynamic stiffness; lower frequency vibration; nonlinear damping; nonlinear stiffness; nonlinear vibration isolation;
D O I
10.13465/j.cnki.jvs.2022.15.001
中图分类号
学科分类号
摘要
Here, based on load characteristics analysis of floating slab vibration isolator, the optimization design goal of vibration isolator was proposed. Based on the nonlinear vibration isolation theory, the nonlinear stiffness curve with high static-low dynamic stiffness characteristics was designed, and its static characteristics and dynamic ones were analyzed. Aiming at defects of the designed nonlinear stiffness curve, the vibration isolator' s optimal damping curve to match them was designed to further improve its vibration isolation performance. Through nonlinear design of stiffness and damping parameters of the vibration isolator for floating slab track, the vibration isolator could have abilities of lower frequency vibration isolation and dynamic displacement control. The theoretical study showed that compared with the linear vibration isolator, the designed nonlinear vibration isolator has the lower main resonance frequency, and its resonance peak is significantly lower than that of the former; compared with the floating slab vibration reduction track system with existing linear steel spring vibration isolator so called the linear system, the floating slab vibration reduction track system with nonlinear vibration isolator can effectively control dynamic displacement of track slab, and the dynamic displacement of track slab can be reduced by about 50%; the latter can significantly reduce vibration acceleration response of track slab, and the effective value of vibration acceleration can be reduced by about 46%; its vibration isolation effect in low-frequency band ( ≤ 20Hz) is better than that of the linear system, especially, at about 10 Hz, the latter' s vibration decay effect is the most obvious, and the frequency division' s maximum vibration level insertion loss can reach 11. 83 dB. © 2022 Chinese Vibration Engineering Society. All rights reserved.
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页码:1 / 10and19
页数:1018
相关论文
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