期刊文献+

跨座式单轨列车主动转向控制模型设计及分析 被引量:2

Analysis and Design of Active Steering Control Model of Straddle-Type Monorail Vehicle
下载PDF
导出
摘要 为了改善轮轨严重磨耗问题,现对转向架进行最小程度的机械结构合理优化,并引入单片机主动转向控制系统,从机械和控制两方面实现跨座式单轨列车的主动转向,此外,也制作跨座式单轨列车小比例模型对该主动转向控制系统的控制效果进行验证。实验结果表明,误差允许范围内,引入主动转向控制系统的单轨列车模型相较于未引入的情况,其轮轨受力情况得到一定程度的改善。 In order to solve the problem of serious abrasion of wheel track,some measures were taken as follows:firstly,the mechanical structure of bogie was optimized rationally in a minimum way;and then a single chip microcomputer(SCM)active steering control system was introduced to achieve active steering of the straddletype monorail train from the perspectives of machinery and control;finally,the smallscale model of straddletype monorail train was made to verify the control effect.The experimental results show that,within the error allowable range,the force condition of the wheel track of straddletype monorail train with active steering control system is improved to some extent.
作者 唐萃 刘朝涛 李帅先 TANG Cui;LIU Chaotao;LI Shuaixian(School of Mechanotronics and Vehicle Engineering,Chongqing Jiaotong University,Chongqing 400074,China)
出处 《机械与电子》 2017年第9期41-44,共4页 Machinery & Electronics
关键词 跨座式单轨列车 转向架 主动转向 模型设计 压力差 straddletype monorail train bogie active steering model design pressure difference
  • 相关文献

参考文献6

二级参考文献25

  • 1仲建华.重庆“较-新”线跨座式单轨车辆技术特征[J].现代城市轨道交通,2004(1):15-18. 被引量:5
  • 2任利惠,周劲松,沈钢.跨坐式独轨车辆动力学模型及仿真[J].中国铁道科学,2004,25(5):26-32. 被引量:57
  • 3仲建华.重庆跨座式单轨交通[J].都市快轨交通,2004,17(5):17-22. 被引量:41
  • 4刘绍勇.重庆跨座式单轨车辆转向架[J].现代城市轨道交通,2006(1):5-9. 被引量:30
  • 5余志生.汽车理论[M].北京:机械工业出版社,1998..
  • 6庄继德.汽车轮胎学[M].北京:北京理工大学出版社,1997..
  • 7[7]Goda K, Nishigaito T. A Curving Simulation for a Monorail Car [ A]. Railroad Conference [ C], 2000. Proceedings of the 2000 ASME/IEEE Joint. 171-177.
  • 8Kenjiro Goda, Nishigaito T, Hiraishi M. A curving simula-tion for a monorail car(C). Railroad Conference,Proceed-ings of the 2000ASME/IEEE Joint. 2000,171-177.
  • 9Lee Chang Hun, Kim Chul Woo,Kawatani M, et al. Dy-namic response analysis of monorail bridges under movingtrains and riding comfort of trains[J]. Engineering Strue-tures. 2005,27(14):1999-2013.
  • 10Lee C H, Kim C W, Kawatani M, et al. Dynamic responseof a monorail steel bridge under a moving train[J]. Journalof Sound and Vibration. 2006,294 (3) : 562-579.

共引文献97

同被引文献24

引证文献2

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部