欢迎光临《计算力学学报》官方网站!
刘学文,吴川,谢军,黄醒春.长型浮置板轨道隔振系统理论分析(I)——弥散曲线及临界速度[J].计算力学学报,2009,26(6):919~923
本文二维码信息
码上扫一扫!
长型浮置板轨道隔振系统理论分析(I)——弥散曲线及临界速度
Theoretical analysis of long floating slab track
投稿时间:2007-10-08  
DOI:10.7511/jslx20096026
中文关键词:  长型浮置板  隔振  弥散曲线  临界速度
英文关键词:Long  floating  slab  track  (LFST)  isolation  of  vibration  dispersion  graph  critical  velocity
基金项目:上海市科委重点科技攻关(03DZ12017)资助项目.
作者单位
刘学文 上海工程技术大学基础教学学院,上海201620 
吴川 上海交通大学 船舶与海洋建筑工程学院,上海 200240 
谢军 南昌大学 电子信息工程系,南昌 330031 
黄醒春 上海交通大学 船舶与海洋建筑工程学院,上海 200240 
摘要点击次数: 1609
全文下载次数: 1023
中文摘要:
      浮置板轨道结构是近年来减振降噪效果最好的轨道结构形式。将整个轨道结构看作一个隔振黑匣子,钢轨与浮置板分别用欧拉梁来模拟,推导动力方程,用傅氏变换将其转换到频率-波数域中,求得系统的弥散方程,并给出轨道结构临界速度计算方法。定义了反映浮置板轨道结构参数的质量比例ξm、刚度比例ξk及阻尼比例ξc等三个系数。在给定实际中板上结构物理参数的条件下,深入讨论了三个比例系数对于系统弥散曲线以及临界速度的影响,进而为浮置板轨道共振频率及临界速度的初步设计提供建议。
英文摘要:
      Floating slab track (FST) is the best structure form for isolating vibration caused by moving train,in this paper, the system was considered as an opaque box which was used to isolate vibration induced by passing vehicles, in which two Euler-Bernoulli beams were used to model rail and slab respectively. And then the vibration equations were derived and transformed to wave-frequency domain by Fourier transform, and the dispersion equation and critical velocity were obtained. Three new parameters relating to the box named mass ratio ξm, stiffness ratio ξk and damping ratio ξc were defined. With the given parameters of rail, effect of these parameters on the dispersion graph and critical velocity were investigated. The results could be used to guide the design of FST, especially for the resonance frequency and critical velocity.
查看全文  查看/发表评论  下载PDF阅读器
您是第12828161位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计