1. 同济大学铁道与城市轨道交通研究院
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雷震宇, 王志强. 地铁小半径曲线段钢轨磨耗分布发展特性分析[J]. 机械强度, 2020,42(4):890-895.
LEI ZhenYu, WANG ZhiQiang. ANALYSIS OF DEVELOPMENT CHARACTERISTICS OF RAIL WEAR DISTRIBUTION OF SMALL RADIUS CURVE SECTION IN METRO[J]. 2020,42(4):890-895.
雷震宇, 王志强. 地铁小半径曲线段钢轨磨耗分布发展特性分析[J]. 机械强度, 2020,42(4):890-895. DOI: 10.16579/j.issn.1001.9669.2020.04.020.
LEI ZhenYu, WANG ZhiQiang. ANALYSIS OF DEVELOPMENT CHARACTERISTICS OF RAIL WEAR DISTRIBUTION OF SMALL RADIUS CURVE SECTION IN METRO[J]. 2020,42(4):890-895. DOI: 10.16579/j.issn.1001.9669.2020.04.020.
基于车辆-轨道耦合动力学模型和Archard磨耗模型,对小半径曲线地铁钢轨在不同轴重、摩擦因数和运行速度影响下的磨耗特性进行了分析与讨论。结果表明:左轨磨耗集中于轨肩,右轨磨耗集中于轨头中部,且左轨累积磨耗幅值均大于右轨。当轴重增加时,左、右轨磨耗量均随之增大。当摩擦因数增加时,左、右轨磨耗量均随之增大。当车速增加时,左轨磨耗量增大,右轨趋于减小。相对车速80 km/h而言,左轨磨耗40 km/h时趋向轨肩,60 km/h时趋向轨头中部;右轨基本不变。通过对钢轨型面预测分析可得:左轨磨耗集中于轨头中部及轨肩,且轨肩磨耗量较大,最大幅值位于钢轨横向位置18.506 mm处,达到0.820 mm;右轨型面均出现了不同程度的磨耗,且轨头中部磨耗量相对较大,最大幅值位于钢轨横向位置2.082 mm处,达到0.170 mm。
Based on vehicle-track coupled dynamics and Archard wear models,the influence of different axle loads,friction coefficients and running speeds on the rail wear characteristics of small radius curve section in metro were analyzed and discussed.The results indicated that the left rail wear concentrated on the shoulder and the right rail wear concentrated on the middle of the rail head,and the cumulative wear amplitude of the left rail was greater than that of the right rail. When the axle load increases,both the left and right rail wear increases. When the friction coefficient increases,both the left and right rail wear increases. When the speed increases,the left rail wear increases and the right rail wear tends to decrease. Relative to the speed of 80 km/h,the left rail wear tends to develop towards the shoulder at 40 km/h,the middle of the rail head at 60 km/h,and the right rail wear is basically unchanged. Through analysis of the prediction of rail profile,it can be concluded that the left rail wear concentrates on the middle and shoulder of rail head. The wear on the shoulder is relatively large,and the maximum value is located at the rail transverse position 18. 506 mm,reaching 0. 820 mm. The right rail wear appears to varying degrees. The wear on the middle of the rail head is relatively large,and the maximum value is located at the rail transverse position 2. 082 mm,reaching 0. 170 mm.
地铁钢轨磨耗车辆-轨道耦合动力学Archard磨耗模型型面预测
MetroRail wearVehicle-track coupled dynamicsArchard wear modelProfile prediction
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