现代制造工程 ›› 2026, Vol. 548 ›› Issue (5): 76-83.doi: 10.16731/j.cnki.1671-3133.2026.05.009

• 车辆工程制造技术 • 上一篇    下一篇

轮径差耦合钢轨波磨下地铁车辆轮轨接触动力学分析及匹配研究*

朱爱华1, 王宇桐1, 李欣2, 程宇3, 权超1, 杨建伟1   

  1. 1 北京建筑大学城市轨道交通车辆服役性能保障北京市重点实验室,北京 100044;
    2 北京市地铁运营有限公司运营一分公司,北京 100010;
    3 北京市地铁运营有限公司运营三分公司,北京 100089
  • 收稿日期:2025-07-29 出版日期:2026-05-18 发布日期:2026-06-04
  • 作者简介:朱爱华,博士,教授,主要研究方向为车辆关键系统服役性能与可靠性评估。王宇桐,硕士研究生,主要研究方向为轮轨服役性能与动力学。E-mail:zhuaihua@bucea.edu.cn;1600535414@qq.com
  • 基金资助:
    *北京市自然科学基金项目(L241038)

Study on wheel-rail contact dynamic analysis and matching of metro vehicle under rail corrugation coupled with wheel-diameter difference

ZHU Aihua1, WANG Yutong1, LI Xin2, CHENG Yu3, QUAN Chao1, YANG Jianwei1   

  1. 1 Beijing Key Laboratory of Performance Guarantee on Urban Rail Transit Vehicles, Beijing University of Civil Engineering and Architectuce,Beijing 100044,China;
    2 Beijing Metro Operation Co.,Ltd. Operation Branch No.1,Beijing 100010,China;
    3 Beijing Metro Operation Co.,Ltd. Operation Third Branch,Beijing 100089,China
  • Received:2025-07-29 Online:2026-05-18 Published:2026-06-04

摘要: 轮径差对地铁车辆运行性能的影响较大,钢轨波磨的存在使轮轨接触特性和地铁车辆动力学性能变得愈发复杂。基于地铁B型车实测数据建立了地铁车辆-轨道耦合动力学模型,设置波长为100 mm、波深为0.03 mm的钢轨波磨和5种轮径差,研究半径分别为300、400、500和600 m这4种曲线工况下,轮径差在-1~1 mm范围内变化时轮轨横向力、轮轨垂向力、脱轨系数、轮重减载率、磨耗指数和轮轨蠕滑力的变化规律,并将其与标准钢轨型面工况下的动力学性能指标进行比较。采用熵权逼近理想解排序(Technique for Order Preference by Similarity to Ideal Solution,TOPSIS)法建立多目标优化模型,分析存在钢轨波磨时不同半径曲线所对应的最佳轮径差。研究发现:当轮径差相同时,轮轨垂向力最大值、脱轨系数最大值、轮重减载率、磨耗指数和轮轨横向蠕滑力最大值均随着曲线半径的增加而减小,左轮轮轨横向力最大值逐渐增大、右轮轮轨横向力最大值逐渐减小;当曲线半径相同时,轮径差在-1~1 mm变化时,左右轮轮轨横向力最大值、轮轨垂向力最大值、左右轮脱轨系数、左右轮磨耗指数和轮重减载率均增大,而左右轮纵向蠕滑力最大值和横向蠕滑力最大值均逐渐减小;与无波磨钢轨相比,钢轨波磨下的地铁车辆动力学指标变化规律相同,但变化幅度更大;曲线半径为300 m时对应的最佳轮径差范围为-0.5~0 mm,曲线半径分别为400、500和600 m时对应的最佳轮径差范围均为-1~0 mm,且4种半径曲线对应的最佳轮径差均为-0.5 mm。

关键词: 地铁车辆, 轮径差, 钢轨波磨, 动力学性能, 熵权逼近理想解排序法

Abstract: The difference in wheel diameter has a significant impact on the running performance of metro vehicles, and the presence of rail corrugation makes the wheel-rail contact characteristics and metro vehicle dynamic performance increasingly complex. Based on the measured data of a certain Type B metro vehicle, a vehicle-track coupled dynamics model was established. A rail corrugation with a wavelength of 100 mm and a wave depth of 0.03 mm and five types of wheel diameter differences were set to study the variation laws of wheel-rail lateral force, wheel-rail vertical force, derailment coefficient, wheel load reduction rate, wear index, and wheel-rail creep force when the wheel diameter difference varies within the range of -1 mm to 1 mm under four curve conditions with radii of 300, 400, 500, and 600 m. The dynamic performance indicators were compared with those under the standard rail profile condition. A multi-objective optimization model was established using the entropy weight Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) method to analyze the optimal wheel diameter difference corresponding to different curve radii in the presence of rail corrugation.Research has found that: when the wheel diameter difference is the same, the maximum wheel-rail vertical force, maximum derailment coefficient, wheel load reduction rate, wear index, and maximum lateral creep force all decrease with the increase of the curve radius, while the maximum wheel-rail lateral force shows a gradual increase on the left wheel and a gradual decrease on the right wheel. When the curve radius is the same and the wheel diameter difference varies between -1 mm and 1 mm, the maximum wheel-rail lateral force and maximum wheel-rail vertical force of the left and right wheels, the derailment coefficients of the left and right wheels, the wear indices of the left and right wheels, and the wheel load reduction rate all increase, while the maximum longitudinal creep force and maximum lateral creep force of the left and right wheels gradually decrease. Compared with rails without corrugation, the variation laws of the dynamic indicators of metro vehicles under rail corrugation are the same, but the magnitude of change is greater. The optimal wheel diameter difference range corresponding to the 300 m curve is -0.5 mm to 0 mm, while the optimal wheel diameter difference range corresponding to the 400, 500, and 600 m curves is -1 mm to 0 mm, and the optimal wheel diameter difference for all four curve radii is -0.5 mm.

Key words: subway vehicles, wheel diameter difference, rail corrugation, dynamic performance, entropy weight Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) method

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