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基于SIMPACK的缓和曲线段高速行车动力响应分析
引用本文:魏云鹏,韩峰,王保成,段晓峰.基于SIMPACK的缓和曲线段高速行车动力响应分析[J].铁路计算机应用,2018,27(9):8-13.
作者姓名:魏云鹏  韩峰  王保成  段晓峰
作者单位:1.兰州交通大学 土木工程学院,兰州 730070;
基金项目:国家自然基金地区科学基金项目(51568037)。
摘    要:高速铁路列车运行时的安全性、舒适度以及轮轨动力特性与缓和曲线的线型、长度具有较高的相关度。采用动力学分析软件SIMPACK建立高速铁路车线系统模型,在考虑高速铁路存在轨面不平顺的情况下,引入低干扰谱,研究缓和曲线线型及长度对高速列车运行时各主要评价指标的影响。研究表明,对于300 km/h以上的高速列车,当曲线半径达到7 000 m及以上,缓和曲线达到一定长度时,采用三次抛物线型缓和曲线与半波正弦型相比差别不大,均能满足行车安全需求。

关 键 词:高速铁路    车线系统模型    缓和曲线线型    评价指标
收稿时间:2018-02-10

Dynamic response analysis of high-speed train running with transition curve segment based on SIMPACK
Affiliation:1.College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;2.Faculty of Geomatics, Lanzhou Jiaotong University, Lanzhou 730070, China
Abstract:The safety, comfort and wheel rail dynamic characteristics of high-speed railway train running are highly correlated with the line shape and length of the transition curve. The high-speed railway train-line system model was built by dynamic analysis software SIMPACK. Considering the rail surface irregularity of high-speed railway, the low interference spectrum was introduced to study the influence of the line shape and transition curve length on main evaluation indexes when the high-speed train was moving. The research shows that when the curve radius of reaches 7000m or more and the transition curve reaches a certain length, the three parabola type transition curve has little difference compared with the half wave sine type for the high speed train above 300 km/h.
Keywords:
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