摘要
基于车辆-轨道耦合动力学理论,运用MATLAB软件建立了地铁车辆-轨道垂向耦合模型,分析了轨下垫板阻尼对轨道结构动力学性能的影响。结果显示,当轨下垫板阻尼从30 kN·s/m逐渐增大到150 kN·s/m时,轮轨垂向力、轨道板和道床的垂向位移均逐渐减小;轨道板和道床的垂向加速度均增大。由此说明,低阻尼的垫板有利于降低轨道板和道床的振动,同时增大轮轨垂向力、轨道板和道床的垂向位移,因此选用垫板时其阻尼要在合理范围内才能有效提高轨道的平稳性。
Based on the theory of vehicle-track coupling dynamics, theMATLABsoftwareused to establish a metro vehicle-track vertical coupling model,and analyzes the influence of the under-rail pad damping on the dynamic performance of the track structure. The results show that when the damping of the pad under the rail gradually increases from 30 kN, s/m to 150 kN, s/m, the vertical force of the wheel and rail, the vertical displacement of the track slab and the track bed are gradually reduced;the track slab and the track bed are gradually reduced. The vertical acceleration increases. Therefore, the low-damping pad is beneficial to reduce the vibration of the track slab and the track bed, and at the same time, it will increase the vertical force of the wheel and rail, and the vertical displacement of the track slab and the track bed. Therefore, when the pad is selected, its damping must be within a reasonable range to be effective to improve the stability of the track.
作者
黄乾兴
Huang Qianxing(Liuzhou Railway Vocational Technical College,Liuzhou Guangxi 545616)
出处
《现代工业经济和信息化》
2021年第8期55-57,共3页
Modern Industrial Economy and Informationization
基金
柳州铁道职业技术学院校级项目资助:地铁线路轨下垫板的研究与优化设计(项目编号:2018-KJA06)。
关键词
垫板阻尼
地铁线路
轨道垂向力
特性
pad damping
subway line
under-track pad
kinetic performance
