首页|期刊导航|铁道科学与工程学报|高速铁路钢轨焊接接头磨耗演变规律仿真研究

高速铁路钢轨焊接接头磨耗演变规律仿真研究OA

Simulation research on wear evolution law of high-speed rail welded joints

中文摘要英文摘要

在高速铁路的快速发展进程中,钢轨焊接接头因轮轨瞬态冲击引发的非均匀磨耗是制约钢轨服役寿命和影响列车安全的关键问题.为研究钢轨焊接接头的磨耗演变规律,采用ABAQUS-Universal Mechanism(UM)-MATLAB联合仿真技术,基于Kik-Piotrowski轮轨接触理论和Archard磨耗理论,构建了考虑钢轨硬度分布情况的焊接接头磨耗演变预测模型,对钢轨焊接接头在长期服役过程中的磨耗行为进行了仿真,系统分析了钢轨焊接接头布置位置、初始不平顺以及热影响区和钢轨母材硬度差异等因素对钢轨焊接接头磨耗的影响.结果表明:高速列车通过钢轨焊接接头时,长波长焊接接头型面会经历显著变化,不平顺现象沿列车运行方向扩散,且磨耗初期轮轨相互作用力呈现先降后升的趋势;凸型焊接接头会导致轮轨接触力反作用,且随着列车累计通过总重的增加,进而引发周期性不平顺从而形成钢轨波浪形磨耗;优化钢轨焊接接头位置有助于降低轮轨冲击作用,焊接接头位于承轨台正上方相比位于跨中上方会导致更大的轮轨作用力,且当列车通过总重增加至30 Mt时轮轨作用力超出170 kN的安全限值.控制初始焊接接头波长≥0.2 m、波深<0.3 mm以及减小热影响区与钢轨母材硬度差能有效延缓凸型焊接接头磨耗.本文研究结果可为高速铁路钢轨焊接接头磨耗评估和性能优化提供理论依据.

During the rapid development of high-speed rail,the non-uniform wear of rail welded joints caused by transient wheel-rail impact is a critical issue that constrains the service life of rails and affects the train safety.To study the wear evolution law of rail welded joints,the ABAQUS-Universal Mechanism(UM)-MATLAB co-simulation technology was adopted.Based on the Kik-Piotrowski wheel-rail contact theory and the Archard wear theory,a wear evolution prediction model of welded joints considering the hardness distribution of the rail was developed.The wear behavior of rail welded joints during long-term service was simulated.The effects of factors such as arrangement positions of rail welded joints,initial irregularities and hardness differences between the heat-affected zone and the rail base material on the wear of rail welded joints were systematically analyzed.The results show that,when the high-speed train passes over rail welded joints,the profile of long-wavelength welded joints can undergoe significant changes.The irregularities phenomenon spreads along the direction of train movement,and the wheel-rail interaction force can exhibit a trend of first decreasing and later increasing in the initial stage of wear.The convex-shaped rail welded joints can cause the reaction of wheel-rail contact forces,and as the train's cumulative passing gross load increases,these lead to periodic irregularities and thus form rail corrugation.Optimizing the position of rail welded joints can reduce wheel-rail impact.When the welded joint is located directly above the rail support,it will result in a larger wheel-rail force compared to that when it is located in the middle of the rail support.Moreover,when the train's passing gross load increases to 30 Mt,the wheel-rail contact force will exceed the safety limit of 170 kN.Controlling the wavelength of the initial welded joint≥0.2 m,the wave depth<0.3 mm,and reducing the hardness differences between the heat-affected zone and the rail base material can effectively delay the wear of convex-shaped welded joints.These findings can provide a theoretical support for the wear assessment and performance optimization of rail welded joints in high-speed rails.

宋颖;刘晨;高志强

石家庄铁道大学 交通运输学院,河北 石家庄 050043||石家庄铁道大学 河北省交通安全与控制重点实验室,河北 石家庄 050043石家庄铁道大学 交通运输学院,河北 石家庄 050043||石家庄铁道大学 河北省交通安全与控制重点实验室,河北 石家庄 050043大秦铁路股份有限公司 介休车务段,山西 介休 032000

交通工程

高速铁路钢轨焊接接头硬度分布磨耗演变预测模型

high-speed railrail welded jointhardness distributionwear evolutionprediction model

《铁道科学与工程学报》 2026 (5)

2005-2019,15

国家重点研发计划(2021YFB2601000)中央引导地方科技发展基金(216Z3901G)

10.19713/j.cnki.43-1423/u.T20251152

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