基于轮轨接触的高速铁路钢轨磨耗量

为预测高速铁路钢轨的磨耗量,建立了轨道结构静力学有限元模型和动力分析模型,基于Archard磨耗理论从曲线半径、行车速度、轮轨横移量3个角度计算分析了钢轨磨耗量,利用垂直磨耗深度0.5mm的磨耗量为界反算出通过总质量.计算结果表明：曲线地段钢轨磨耗较为严重,垂直磨耗深度为0.5mm时,直线上通过的总质量为45.9～60.0 Mt,曲线上通过仅为22.9～29.9Mr;相同曲线半径条件下,单轮作用下的接触斑处钢轨磨耗量随着行车速度提高而增大;相同速度和曲线半径下,钢轨磨耗量随着轮轨横移量增大而增大.

山区客运专线曲线区段钢轨磨耗量的仿真分析

以山区客运专线钢轨磨耗量以及运营安全性作为研究对象,数值仿真作为手段,仿真计算基于Kalker线性蠕滑理论,借鉴Elkins磨耗指数模型,考虑轨道不平顺,车轮踏面与钢轨型面及弹性地基影响,使用SIMPACK软件建立动车组模型仿真,计算了蠕滑率和蠕滑力的大小,讨论了曲线半径对蠕滑率、钢轨磨耗量、减载率及脱轨系数的影响。比较了不同曲线下,两种踏面的动力学性能。随着圆曲线半径减半,LMa(高速动车组踏面)的左轨磨耗量增大了大约6倍左右。从磨耗量和安全性的角度对山区客运专线设计方法提出建议。

Field investigation on effects of railway track geometric parameters on rail wear

Rail wear has dramatic impact on track performance, ride quality and maintenance costs. The amount of rail wear is influenced by various elements among which geometric parameters play an important role. The amount of wear in Iran’s railway lines and its imposed maintenance costs oblige us to make modifications on the various geometrical parameters. In order to ensure the effectiveness of these changes, it is necessary to investigate these parameters and their effects on the wear. This research is aimed at studying the effects of different track geometrical parameters on the vertical and lateral wear by conducting a three phase field investigation. The first phase was carried out at the switches of a station, the second phase at a straight line, and the third at a curved line out of the station. The results obtained are analyzed and the role of each track geometrical parameter in the rail wear is discussed. Recommendations for prevention or reduction of rail wear are presented.