• CN:11-2187/TH
  • ISSN:0577-6686

机械工程学报 ›› 2026, Vol. 62 ›› Issue (2): 354-366.doi: 10.3901/JME.260060

• 运载工程 • 上一篇    

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基于接触斑内瞬态滚动接触解的钢轨滚动接触疲劳萌生模型研究

胡彬, 赵鑫, 张昕, 罗易飞, 鲁连涛, 温泽峰   

  1. 西南交通大学轨道交通运载系统全国重点实验室 成都 610031
  • 收稿日期:2024-12-25 修回日期:2025-08-21 发布日期:2026-03-02
  • 作者简介:胡彬,男,1996年出生。主要研究方向为轮轨滚动接触疲劳。E-mail:hub_swjtu@163.com;赵鑫,男,1981年出生,博士,研究员,博士研究生导师。主要研究方向为轮轨滚动接触行为及损伤。E-mail:xinzhao@home.swjtu.edu.cn;鲁连涛,男,1965年出生,博士,研究员,博士研究生导师。主要研究方向为金属材料超长寿命疲劳和断裂,表面改性技术对疲劳强度的改善机理和应用,压装轴的微动疲劳等。E-mail:luliantao@swjtu.edu.cn
  • 基金资助:
    国家自然科学基金(52375130),四川省国际科技创新合作(2021YFH0006),牵引动力国家重点实验室自主课题(2022TPL-T06)资助项目。

Study on Rail Rolling Contact Fatigue Model in Consideration of Transient Rolling Contact Solutions within Wheel-rail Contact Patch

HU Bin, ZHAO Xin, ZHANG Xin, LUO Yifei, LU Liantao, WEN Zefeng   

  1. State Key Laboratory of Rail Transit Vehicle System, Southwest Jiaotong University, Chengdu 610031
  • Received:2024-12-25 Revised:2025-08-21 Published:2026-03-02

摘要: 小半径曲线钢轨易发生严重滚动接触疲劳,其萌生机理和疲劳寿命与轮轨接触斑内蠕滑行为直接相关。参照广泛应用的轮轨滚动接触疲劳传统损伤函数模型,以基于显式有限元法的三维轮轨瞬态滚动接触模型为核心分析手段,考虑自旋蠕滑影响,模拟得到随时变化的宏观、斑内细观轮轨滚动接触解,进而提出一种以斑内瞬态局部磨耗数τγL为自变量的新损伤函数模型,实现斑内滚动接触疲劳损伤分布的精确预测。以某重载铁路C80货车导向轮对在800 m半径曲线的瞬态通过为例,首先分析宏观与斑内微观蠕滑解的强相关性,确定新损伤函数模型的可行性;其次,基于传统损伤函数,提出一种τγL和局部损伤值dL间关系的确定方法;最后,开展参数变化分析,涵盖可导致滚动接触疲劳的轮轨接触载荷范围,建立重载用U75V淬火轨的新损伤函数模型,0.69 MPa<τγL<3.04 MPa时钢轨会发生滚动接触疲劳损伤且τγL=2.21 MPa时最严重。传统损伤函数预测接触应力很低的接触斑边缘部分也存在损伤,新损伤函数模型中修正了此不合理现象。应用于重载钢轨滚动接触疲劳预测,发现预测的疲劳区与现场观测结果相符,斑内损伤分布能解释现场裂纹扩展方向在一定范围内波动的事实。如何更精确确定新损伤函数关键参数和“磨耗折减量”,尚待更深入研究。

关键词: 滚动接触疲劳, 损伤函数, 轮轨瞬态滚动接触, 损伤分布, 重载钢轨, 显式有限元法

Abstract: Sharp curved rails are prone to severe rolling contact fatigue(RCF), the initiation mechanism and fatigue life of which are directly related to the creep behavior within wheel-rail contact patch. With reference to the widely used RCF traditional damage function model, a 3D wheel-rail transient rolling contact model based on explicit finite element method is used as the main analytical tool to obtain the time-varying macroscopic, intra-patch microscopic wheel-rail rolling contact solution, and then a new damage function model is proposed with the intra-patch transient local wear number τγL as the independent variable to achieve the prediction of the intra-patch RCF distribution accurately. Taking the transient passage of a C80 wagon guiding wheelset in an 800 m radius curve of a heavy haul railway line as an example, firstly, the strong correlation between the macroscopic and intra-patch microscopic creep solutions is analysed to check the feasibility of the new damage function model. Secondly, a method of determining the relationship between the local wear numberτγL and the local damage value dL is proposed based on the traditional damage function. Finally, the parameter variations are analysed to cover the range of loads that can lead to wheel/rail RCF. And a new damage function model is established for U75V quenched steel in heavy haul railway, in which RCF may occur when 0.69 MPa<τγL <3.04 MPa and be the most serious at τγL = 2.21 MPa. The traditional damage function predicts that there is also*damage at the edge of the contact patch where the contact pressure is very low, and this anomaly is corrected by the new damage function model. Applied to the RCF prediction of heavy haul rail, it is found that the predicted fatigue zone is consistent with the field observation results, and the fact that the direction of crack extension fluctuates within a certain range can be explained by the damage distribution in the contact patch. More in-depth studies are needed to determine more precisely the key parameters of the new damage function model and the "wear reduction".

Key words: rolling contact fatigue, damage function, transient rolling contact of wheel/rail, damage distribution, heavily haul rails, explicit finite element method

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