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42号高速道岔转辙器区钢轨磨耗规律的预测分析

王璞

王璞. 42号高速道岔转辙器区钢轨磨耗规律的预测分析[J]. 西南交通大学学报, 2021, 56(2): 289-299. doi: 10.3969/j.issn.0258-2724.20200060
引用本文: 王璞. 42号高速道岔转辙器区钢轨磨耗规律的预测分析[J]. 西南交通大学学报, 2021, 56(2): 289-299. doi: 10.3969/j.issn.0258-2724.20200060
WANG Pu. Prediction Analysis of Rail Wear in Switch Panel for No.42 High-Speed Turnout[J]. Journal of Southwest Jiaotong University, 2021, 56(2): 289-299. doi: 10.3969/j.issn.0258-2724.20200060
Citation: WANG Pu. Prediction Analysis of Rail Wear in Switch Panel for No.42 High-Speed Turnout[J]. Journal of Southwest Jiaotong University, 2021, 56(2): 289-299. doi: 10.3969/j.issn.0258-2724.20200060

42号高速道岔转辙器区钢轨磨耗规律的预测分析

doi: 10.3969/j.issn.0258-2724.20200060
基金项目: 国家自然科学基金(51878661,51808557);中国铁路总公司科技研究开发计划重点课题(N2018G042)
详细信息
    作者简介:

    王璞(1988—),男,副研究员,博士,研究方向为道路与铁道工程,E-mail:wpwp2012@yeah.net

  • 中图分类号: U213.2

Prediction Analysis of Rail Wear in Switch Panel for No.42 High-Speed Turnout

  • 摘要: 为了弥补42号高速道岔钢轨磨耗规律理论研究的不足,建立了高速道岔钢轨磨耗发展的理论预测模型. 基于Archard材料磨损理论和车辆-道岔耦合动力学仿真分析进行钢轨磨耗深度分布计算;采用了一种自适应步长算法对岔区各特征位置钢轨型面进行更新,可有效减少误差累积、改善数值模型稳定性;基于理论预测模型研究了42号高速道岔尖轨和基本轨的磨耗分布和发展规律. 研究的主要结论如下:1) 直向过岔时,轮载过渡发生于35.0~50.0 mm断面之间;在轮载过渡前磨耗发展缓慢加快,轮载过渡区段磨耗发展迅速加剧,轮载过渡完成后磨耗发展有所减缓. 2) 侧向过岔时,列车进岔后很快就开始贴靠曲尖轨运行,9.1 mm断面即出现侧磨;随着曲尖轨逐渐加宽,尖轨轨肩始终存在较严重磨耗,直基本轨虽主要承担轮载,但磨耗相对曲尖轨要小得多;轮载过渡开始后曲尖轨磨耗分布变宽,轨肩磨耗显著减小,至全断面后曲尖轨磨耗再次显著减小;曲基本轨磨耗均主要分布于轨头中部,轮载过渡前磨耗发展逐渐加快,过渡开始后磨耗发展减缓.

     

  • 图 1  高速道岔动力学模型

    Figure 1.  Dynamic model of high-speed turnouts

    图 2  轮轨接触斑磨耗深度分布计算模型

    Figure 2.  Calculation model of wear distribution in wheel-rail contact patch

    图 3  道岔区钢轨型面磨耗叠加示意

    Figure 3.  Diagram of superposition of rail profile wear in turnout

    图 4  钢轨磨耗速率示意

    Figure 4.  Diagram of rail wear rate

    直向过岔钢轨磨耗发展过程

    Rail wear development of train passing through turnout in main direction

    侧向过岔钢轨磨耗发展过程

    Rail wear development of train passing through turnout in branch direction

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出版历程
  • 收稿日期:  2020-02-29
  • 修回日期:  2020-04-19
  • 网络出版日期:  2020-05-18
  • 刊出日期:  2021-04-15

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