期刊文献+

基于仿真计算的25m钢轨运输偏重问题研究 被引量:1

Study on Unbalanced Weight Problem of 25 m Rail Based on Simulation Analysis
下载PDF
导出
摘要 运用力矩平衡与弯曲变形原理分析25m钢轨跨装运输时6个支点及车辆转向架受力,应用SolidWorks建立25m钢轨实体模型,采用ANSYS进行有限元仿真分析,设计并计算5种典型装载工况,表明现行装载方案中车辆转向架承重过大,确为偏重。为此,提出改变支点高度和支点纵向位置2种改进方案,并应用以上方法分别进行仿真分析;通过计算,改变支点1与支点6的高度和改变支点3与支点4的高度均不能解决偏重问题,调整支点1、3、4、6的纵向位置可以避免偏重;运用MATLAB拟合得出合理的支点纵向位置,确定改进方案并予以验证。 The forces acting on rail fulcrums and vehicle bogies during the transportation of 25 mrails were analyzed based on the principle of moment balance and bending deformation,and entity model of 25 mrail was established by Solidworks.Finite simulation was made by ANSYS under 5typical loading conditions.The results showed that the vehicle bogies in the current loading scheme were overloaded and unbalanced weight of vehicle existed.Two solutions for improvement were put forward including change of the height of fulcrums and change of the longitudinal position of fulcrums on the vehicle,and finite simulation analysis using the above method was made.According to the results of the simulation and calculation,the problem of unbalanced weight cannot be solved by changing the height of fulcrums.Adjustment of the longitudinal positions of fulcrums may avoid weight unbalancing.Finally,reasonable longitudinal positions of fulcrums were obtained through the use of Matlab fitting.Plans for improvement were determined and verified.
出处 《铁道学报》 EI CAS CSCD 北大核心 2016年第1期8-11,共4页 Journal of the China Railway Society
基金 中国铁路总公司科技研究开发计划(2014X002-C)
关键词 铁路运输 25m钢轨 偏重 挠度 仿真分析 railway transportation 25 m rail unbalanced weight deflection simulation analysis
  • 相关文献

参考文献5

  • 1中华人民共和国铁道部.铁路货物装载加固定型方案[M].北京:中国铁道出版社,2010:150-155.
  • 2赵勇,张中平.关于使用六支点货物转向架跨装25m钢轨偏重问题的探讨[J].铁道货运,2011,29(1):35-37. 被引量:2
  • 3赵罘,秦志峰,王宇飞.SolidWorks 2013从入门到精通(中文版)[M].北京:兵器工业出版社,2013:98-101.
  • 4周传月.HyperMesh从入门到精通[M].北京:科学出版社,2005:74-76.
  • 5中华人民共和国铁道部.铁路货物装载加固规则[M].北京:中国铁道出版社,2012.

共引文献4

同被引文献2

引证文献1

二级引证文献2

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