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内轴颈高铁车轴结构设计与强度分析方法

郭峰 吴圣川 冯洋 刘建新 梁树林 尹振坤

郭峰, 吴圣川, 冯洋, 刘建新, 梁树林, 尹振坤. 内轴颈高铁车轴结构设计与强度分析方法[J]. 交通运输工程学报, 2021, 21(5): 138-148. doi: 10.19818/j.cnki.1671-1637.2021.05.012
引用本文: 郭峰, 吴圣川, 冯洋, 刘建新, 梁树林, 尹振坤. 内轴颈高铁车轴结构设计与强度分析方法[J]. 交通运输工程学报, 2021, 21(5): 138-148. doi: 10.19818/j.cnki.1671-1637.2021.05.012
GUO Feng, WU Sheng-chuan, FENG Yang, LIU Jian-xin, LIANG Shu-lin, YIN Zhen-kun. Structural design and strength analysis method for inner journal high-speed railway axles[J]. Journal of Traffic and Transportation Engineering, 2021, 21(5): 138-148. doi: 10.19818/j.cnki.1671-1637.2021.05.012
Citation: GUO Feng, WU Sheng-chuan, FENG Yang, LIU Jian-xin, LIANG Shu-lin, YIN Zhen-kun. Structural design and strength analysis method for inner journal high-speed railway axles[J]. Journal of Traffic and Transportation Engineering, 2021, 21(5): 138-148. doi: 10.19818/j.cnki.1671-1637.2021.05.012

内轴颈高铁车轴结构设计与强度分析方法

doi: 10.19818/j.cnki.1671-1637.2021.05.012
基金项目: 

国家自然科学基金项目 52072321

中国铁路总公司科技研究开发计划课题 P2018J003

牵引动力国家重点实验室开放课题 2019TPL-Q05

牵引动力国家重点实验室开放课题 2021TPL-T04

牵引动力国家重点实验室开放课题 2021TPL-T06

详细信息
    作者简介:

    郭峰(1988-),男,黑龙江双鸭山人,西南交通大学工学博士研究生,从事铁道车辆结构设计与完整性研究

    吴圣川(1979-),男,山东菏泽人,西南交通大学研究员,工学博士

    刘建新(1965-),男,新疆伊犁人,西南交通大学教授,工学博士

  • 中图分类号: U266.2

Structural design and strength analysis method for inner journal high-speed railway axles

Funds: 

National Natural Science Foundation of China 52072321

Project of Science and Technology Research and Development Plan of China Railway P2018J003

Open Project of State Key Laboratory of Traction Power 2019TPL-Q05

Open Project of State Key Laboratory of Traction Power 2021TPL-T04

Open Project of State Key Laboratory of Traction Power 2021TPL-T06

More Information
  • 摘要: 针对高速列车的轻量化设计需求,分析了内轴颈高铁车轴独特的内支承结构与承载特点,建立了内轴颈高铁车轴受力状态和结构强度理论分析模型,提出了内轴颈高铁车轴设计极限载荷和疲劳强度的解析计算方法;在此基础上,制定了基于理论分析、有限元方法和车辆系统动力学的内轴颈高铁车轴结构设计方法,并以17 t轴重的内轴颈高铁车轴为例开展了应用研究;基于内轴颈高铁车轴受力状态的理论分析结果,确定了车轴的临界安全截面和详细尺寸方案;建立了内轴颈高铁车轴的有限元模型,评估并校核了车轴的疲劳强度;建立了轴箱内置式高速动车的刚-柔耦合系统动力学仿真分析模型,验证了车辆的动力学性能和车轴的动荷载。分析结果表明:17 t轴重的新型内轴颈高铁车轴的质量为273.6 kg,比同轴重传统外轴颈高铁车轴的质量低约30%;内轴颈高铁车轴各截面疲劳强度的安全系数均大于1.66,临界安全截面转移至轴颈与轮座之间的卸荷槽及轴颈与轴身之间的过渡圆弧区域;采用内轴颈车轴的高速动车能够以350 km·h-1的速度稳定通过半径为5.5 km的曲线线路,主要动力学性能指标优良;在选定曲线通过工况下车轴所承受的动载荷均能被设计极限载荷包络,据此开展的车轴结构设计和强度分析是稳健的。可见,内轴颈高铁车轴在实现高速列车轻量化设计方面有显著的技术优势,且高速适应性较好,在高速列车领域的发展和应用潜力巨大。

     

  • 图  1  两种高铁动力轮对

    Figure  1.  Two powered wheelsets of high-speed railway

    图  2  内轴颈高铁车轴的受力状态

    Figure  2.  Load-bearing status of inner journal high-speed railway axle

    图  3  高铁车轴疲劳应力集中位置

    Figure  3.  Fatigue stress concentration positions of high-speed railway axle

    图  4  内轴颈高铁车轴设计流程

    Figure  4.  Design process of inner journal high-speed railway axle

    图  5  两种高铁车轴的力矩

    Figure  5.  Bending moments of two high-speed railway axles

    图  6  内轴颈高铁车轴最大合成力矩和临界安全位置

    Figure  6.  Maximum resultant moment and critical safety positions of inner journal high-speed railway axle

    图  7  内轴颈高铁车轴等效应力

    Figure  7.  Equivalent stresses of inner journal high-speed railway axle

    图  8  内轴颈高铁车轴仿真应力与计算应力对比

    Figure  8.  Comparison of calculated stresses and simulated stresses for inner journal high-speed railway axle

    图  9  两种选定曲线通过工况下动力轮对的轮轨垂向力-时间历程

    Figure  9.  Wheel-rail vertical force-time histories for powered wheelsets under two selected curve passing conditions

    图  10  两种选定曲线通过工况下动力轮对的轮轴横向力-时间历程

    Figure  10.  Wheel-axle lateral force-time histories for powered wheelsets under two selected curve passing conditions

    表  1  内轴颈高铁车轴主要设计参数

    Table  1.   Main design parameters of inner journal high-speed railway axle

    参数符号 参数值
    m/t 15.156
    2b/mm 1 100
    2s/mm 1 500
    h/mm 1 200
    R/mm 460
    Rf/mm 350
    Ff/kN 52
    yf/mm 73.5
    Γ 0.3
    P′/kN 88
    F1/kN ±2.35
    F2/kN ±0.80
    F3/kN ±2.35
    y1/mm 952.5
    y2/mm 1 040.0
    y3/mm 1 127.5
    下载: 导出CSV

    表  2  EA4T空心车轴疲劳极限

    Table  2.   Fatigue limits of EA4T hollow axle  MPa

    区域 疲劳极限 许用应力
    内孔 96 58
    轴颈 113 68
    除轴颈外其他安装位置 132 80
    轴身 240 145
    下载: 导出CSV
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  • 收稿日期:  2021-03-29
  • 网络出版日期:  2021-11-13
  • 刊出日期:  2021-10-01

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