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钢轨硬度对疲劳裂纹萌生和钢轨磨耗的影响

王军平,周宇,沈钢

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王军平, 周宇, 沈钢. 钢轨硬度对疲劳裂纹萌生和钢轨磨耗的影响[J]. 江南娱乐网页版入口官网下载安装学报, 2021, 56(3): 611-618. doi: 10.3969/j.issn.0258-2724.20190184
引用本文: 王军平, 周宇, 沈钢. 钢轨硬度对疲劳裂纹萌生和钢轨磨耗的影响[J]. 江南娱乐网页版入口官网下载安装学报, 2021, 56(3): 611-618.doi:10.3969/j.issn.0258-2724.20190184
WANG Junping, ZHOU Yu, SHEN Gang. Effect of Rail Hardness on Fatigue Cracks Initiation and Rail Wear[J]. Journal of Southwest Jiaotong University, 2021, 56(3): 611-618. doi: 10.3969/j.issn.0258-2724.20190184
Citation: WANG Junping, ZHOU Yu, SHEN Gang. Effect of Rail Hardness on Fatigue Cracks Initiation and Rail Wear[J].Journal of Southwest Jiaotong University, 2021, 56(3): 611-618.doi:10.3969/j.issn.0258-2724.20190184

钢轨硬度对疲劳裂纹萌生和钢轨磨耗的影响

doi:10.3969/j.issn.0258-2724.20190184
基金项目:中国铁路总公司科技研究开发计划重大课题(2017G003-A)
详细信息
    作者简介:

    王军平(1988—),男,高级工程师,博士研究生,研究方向为钢轨打磨,钢轨疲劳及轮轨关系,E-mail:wjp0938@163.com

    通讯作者:

    周宇(1977—),男,副教授,研究方向为钢轨伤损,轨道结构与养护维修,E-mail:yzhou2785@tongji.edu.cn

  • 中图分类号:V221.3

Effect of Rail Hardness on Fatigue Cracks Initiation and Rail Wear

    • 摘要:为了研究钢轨磨耗和疲劳裂纹萌生寿命与钢轨硬度的关系,基于Archard磨耗模型和临界平面法疲劳裂纹萌生预测模型,结合磨耗和型面变化分段迭代和疲劳损伤累积,提出了钢轨疲劳裂纹萌生和磨耗共存预测方法;对4种不同硬度钢轨的磨耗发展、疲劳损伤累积以及疲劳裂纹萌生寿命进行研究. 结果表明:该方法预测的裂纹萌生寿命与现场观测结果有较好的吻合性;高硬度钢轨可以降低磨耗、延长疲劳裂纹萌生寿命,适合在小半径曲线上应用;4种硬度的钢轨中,钢轨硬度每提高10 HBW,平均磨耗发展率将降低约3%~6%,疲劳裂纹萌生寿命延长约9%~12%;对比U78CrV/U76CrRE热轧钢轨,U78CrV热处理钢轨的平均硬度值增加了17.9%,磨耗发展率降低了约19.8%,疲劳裂纹萌生寿命延长了约57.7%;在轮轨摩擦系数为0.3时,4种钢轨的疲劳裂纹均萌生于轨面1.0~2.5 mm以下的亚表面范围内,距离轨顶中心15~18 mm.

    • 图 1疲劳裂纹萌生预测流程

      Figure 1.Process of fatigue cracks initiation

      图 2型面对比及其一阶导数变化趋势

      Figure 2.Comparison of the profiles and their first-order derivative

      图 3不同钢轨在不同磨耗和型面迭代阶段的磨耗发展率

      Figure 3.Wear growth rate of the high rail at different worn profile iteration phase

      图 4不同钢轨在裂纹萌生时的磨耗型面对比

      Figure 4.Comparison of the worn rail profiles of the different rails

      图 5钢轨任意点的单点疲劳损伤

      Figure 5.Fatigue damage at random point in the rail

      图 6不同硬度钢轨的疲劳裂纹萌生位置

      Figure 6.Fatigue cracks initiation position in railhead of the different kinds of rails

      表 1钢轨磨耗及裂纹状态

      Table 1.Rail wear and crack state

      通过总
      重/MGT
      显微观测
      (残留)裂纹深度/mm
      垂直磨耗/mm 实际裂纹深度/mm
      平均值 中位数 最大值
      11.0 1.58 0.35 0.26 0.85 1.94
      下载: 导出CSV

      表 2裂纹萌生预测结果对比

      Table 2.Comparison of prediction results of crack initiation

      比较对象 裂纹萌生寿
      命/次
      裂纹萌生位置(距轨表面垂直深度)/mm 备注
      本文 2.17 × 105 2.42
      现场实测[19] 1.63 × 105
      3.54 × 105
      文献[13] 2.60 × 105
      6.58 × 105
      钢轨表面 μ< 0.3 萌生于次表面,μ= 0.3为临界值
      文献[20] 17344 0.43a 机车车轮作用,a为接触斑纵向半轴长
      下载: 导出CSV

      表 3钢轨硬度及其抗拉强度

      Table 3.Rail hardness and strength

      钢牌号 布氏硬度/HBW 抗拉强度/MPa
      U78CrV/U76CrRE
      热轧
      310~360 (335) 1130
      U71Mn 热处理 320~380 (350) 1170
      U75V 热处理 340~400 (370) 1256
      U78CrV 热处理 370~420 (395) 1357
      注:括号中的硬度中间值为本文仿真计算中所用到的硬度值.
      下载: 导出CSV

      表 4不同钢轨的疲劳裂纹萌生寿命

      Table 4.Fatigue cracks initiation life of the different kinds of rails

      钢牌号 裂纹萌生寿命(车轮通过次数)/(× 105次) 裂纹萌生寿命
      (通过总重)/MGT
      U78CrV/U76CrRE
      热轧
      1.63 3.00
      U71Mn 热处理 2.02 3.71
      U75V 热处理 2.17 4.00
      U78CrV 热处理 2.57 4.72
      下载: 导出CSV

      表 5钢轨硬度、磨耗和疲劳裂纹萌生寿命的关系

      Table 5.Relationship between rail hardness, wear growth and head check initiation life

      钢牌号 裂纹萌生寿命(车轮通过次数)/(×105次) 平均磨耗发展率/
      (μm•万次−1)
      U78CrV/U76CrRE 热轧 1.63 4.763
      U71Mn 热处理 2.02 4.349
      U75V 热处理 2.17 4.265
      U78CrV 热处理 2.57 3.818
      下载: 导出CSV
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    • 收稿日期:2019-03-26
    • 修回日期:2019-06-26
    • 网络出版日期:2020-12-17
    • 刊出日期:2021-06-15

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