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重载铁路钢轨磨耗廓形的快速预测与分析OA

Rapid Prediction and Analysis of Rail Wear Profiles in Heavy-Haul Railways

中文摘要英文摘要

[目的]钢轨磨耗受多种因素共同作用,磨耗引起的廓形变化对列车运行安全性和平稳性有显著影响.系统开展现场试验耗费大量人力物力且实际运营线路不可能频繁更改线路参数,数值仿真方法计算磨耗廓形成本较高,难以实现快速预测,且既有磨耗预测研究多采用定性指标,无法实现磨耗具体分布的定量分析.[方法]针对目前研究不足,基于车辆-轨道耦合动力学理论,通过仿真数据集,应用多层堆栈模型策略和 K 折交叉验证策略,构建钢轨廓形快速预测模型,并以此模型实现磨耗分布的定量分析,为复杂磨耗问题提供高效、低成本的解决方案.[结果]快速预测模型结果表明:针对 600 m 曲线半径的钢轨磨耗预测,平均绝对误差低于 0.03 mm,计算速度较数值仿真提升约 31 倍,最大通过总重条件下误差中位数介于 0.1~0.2mm 之间,实现了钢轨磨耗廓形快速预测.磨耗分布量化结果表明:钢轨廓形演变规律非线性特征主要集中在轨距角位置,随着运行速度的增加,磨耗分布范围扩大,且磨耗峰值向轨头内侧移动;缓和曲线长度增加则导致磨耗总量和峰值显著下降,但对磨耗分布范围影响较小;摩擦系数增大会扩大接触斑面积,使应力分布更复杂,波峰位置增多.[结论]研究方法及成果可为同类研究提供指导与借鉴.

[Objective]Rail wear is influenced by multiple factors,and changes in rail profile caused by wear significantly affect the safety and smoothness of train operations.Conducting field tests is labor-and resource-intensive,and frequent adjustments to track parameters on operational lines are not feasible.Numerical simulation methods for calculating worn rail profiles are costly and make rapid prediction difficult.Additionally,existing research on wear prediction typically relies on qualitative indicators,lacking the ability to quantitatively analyze the precise distribution of wear.[Methods]To address these gaps in current research,a rapid prediction model for rail wear profiles was developed based on vehicle-track coupled dynamics.Using simulation datasets,the model applied a multi-layer stacking strategy in combination with K-fold cross-validation to predict rail wear profiles and quantitatively analyze wear distribution.This model provided an efficient and cost-effective solution for complex wear problems.[Results]The results of the rapid prediction model showed that,for predicting rail wear on a curve with a radius of 600 m,the mean absolute error was less than 0.03 mm,and the computation speed was approximately 31 times faster than numerical simulations.Under the maximum accumulated gross tonnage condition,the median prediction error ranged between 0.1 and 0.2 mm,achieving rapid prediction of rail wear profiles.Quantitative analysis of wear distribution revealed that the nonlinear characteristics of rail profile evolution were primarily concentrated at the gauge corner.As the running speed increased,the wear distribution range expanded,and the wear peak shifted inward toward the rail head.Increasing the transition curve length significantly reduced both the total wear volume and wear peak,while having minimal impact on the wear distribution range.An increase in the friction coefficient expanded the contact patch area,made the stress distribution more complex,and increased the number of peak positions.[Conclusion]The research methods and results can serve as a reference for similar research.

安文杰;王建西;杨雅迪

石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室,石家庄 050043||石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室,石家庄 050043石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室,石家庄 050043||石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室,石家庄 050043石家庄铁道大学省部共建交通工程结构力学行为与系统安全国家重点实验室,石家庄 050043||石家庄铁道大学道路与铁道工程安全保障省部共建教育部重点实验室,石家庄 050043

交通工程

重载铁路钢轨磨耗仿真分析廓形演变多层堆栈快速预测磨耗分布

heavy-haul railwayrail wearsimulation analysisprofile evolutionmulti-layer stackingrapid predictionwear distribution

《铁道标准设计》 2026 (8)

43-49,81,8

国家自然科学基金项目(52378454,72271170)国家重点研发计划(2021YFB2601001-05)河北省自然科学基金重点项目(E202510176)中国国家铁路集团有限公司科技研究开发计划重大项目(K2024G007,K2024G016)

10.13238/j.issn.1004-2954.202410220001

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