期刊文献+

悬空轨枕对轨道结构动力响应的影响(英文) 被引量:6

Effects of Unsupported Sleeper on Dynamic Responses of Railway Track
下载PDF
导出
摘要 首先建立了带有悬空轨枕的铁路轨道数学模型,在此基础上推导了车—轨系统运动方程,其中考虑了轮轨非线性接触力引起的非线性问题,然后利用逐步积分法解方程重点分析了悬空轨枕对轨道各个组成部分动力响应的影响,结果表明如果在悬空部分存在轨道不平顺。 A mathematical model of railway track with a section of unsupported sleepers is developed. Based on this model, the equations of motions of train track system involving nonlinearity, due to nonlinear contact forces between wheels and rail, are solved by using direct integration method in time domain to obtain nomerical results. Dynamic responses of track components to the hung section excitations are treated. The results show that high acceleration in sleepers and large wheel rail contact forces occur if there are rail corrugations in the hung section.
出处 《北方交通大学学报》 EI CSCD 北大核心 2000年第1期50-55,共6页 Journal of Northern Jiaotong University
关键词 车-轨相互作用 悬空轨枕 轨道结构 动力响应 train track interaction dynamic analysis of railway track Hertzian contact theory unsupported sleeper rail corrugation
  • 相关文献

参考文献4

  • 1Zakeri J A,Proceedings of Int Symposium on Theory and Application of Structural Engineering Test Method,1999年,169页
  • 2Zakeri J A,Proceedings of 4th Annual Conference on Railway Transportation,1998年,168页
  • 3Xia H,Advances Structural Engineering,1995年,116页
  • 4Zakeri J A,Proceedings of the World Congress on Railway Research WCRR’99[M/CD],1999年

同被引文献26

引证文献6

二级引证文献54

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