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地铁先锋扣件地段钢轨波磨成因

吴波文 陈光雄 赵晓男 朱琪 康熙

吴波文, 陈光雄, 赵晓男, 朱琪, 康熙. 地铁先锋扣件地段钢轨波磨成因[J]. 西南交通大学学报, 2020, 55(3): 650-657. doi: 10.3969/j.issn.0258-2724.20180371
引用本文: 吴波文, 陈光雄, 赵晓男, 朱琪, 康熙. 地铁先锋扣件地段钢轨波磨成因[J]. 西南交通大学学报, 2020, 55(3): 650-657. doi: 10.3969/j.issn.0258-2724.20180371
WU Bowen, CHEN Guangxiong, ZHAO Xiaonan, ZHU Qi, KANG Xi. Formation Mechanisim of Rail Corrugation Occurring on Tight Curved Track with Vanguard Fasteners[J]. Journal of Southwest Jiaotong University, 2020, 55(3): 650-657. doi: 10.3969/j.issn.0258-2724.20180371
Citation: WU Bowen, CHEN Guangxiong, ZHAO Xiaonan, ZHU Qi, KANG Xi. Formation Mechanisim of Rail Corrugation Occurring on Tight Curved Track with Vanguard Fasteners[J]. Journal of Southwest Jiaotong University, 2020, 55(3): 650-657. doi: 10.3969/j.issn.0258-2724.20180371

地铁先锋扣件地段钢轨波磨成因

doi: 10.3969/j.issn.0258-2724.20180371
基金项目: 国家自然科学基金(51775461)
详细信息
    作者简介:

    吴波文(1990—),男,博士研究生,研究方向为轮轨异常磨耗,E-mail:240757639@qq.com

    通讯作者:

    陈光雄(1963—),男,教授,研究方向为轮轨异常磨耗,E-mail:chen_guangx@163.com

  • 中图分类号: U211

Formation Mechanisim of Rail Corrugation Occurring on Tight Curved Track with Vanguard Fasteners

  • 摘要: 为了研究先锋扣件地段钢轨波磨的成因并给出应对措施,基于摩擦自激振动引起钢轨波磨的理论,建立了包括导向轮对、轨道系统的自激振动有限元模型,使用复特征值法研究了轮对-轨道系统的动态稳定性;通过参数敏感性分析寻找影响钢轨波磨的主导因素,提出抑制乃至消除钢轨波磨的措施. 研究结果表明:轮轨间饱和的蠕滑力引起的轮对-轨道系统频率为319 Hz的自激振动是导致内侧钢轨严重的波磨的主要原因,模型预测的波磨波长为51.4 mm,与实测数据非常接近;参数敏感性分析表明,先锋扣件中的橡胶支承块的弹性模量和阻尼系数越大,钢轨波磨发生的可能性越低;采用弹性模量和阻尼系数有利于抑制乃至消除钢轨波磨,将阻尼系数提高到0.000 1可显著抑制钢轨波磨.

     

  • 图 1  导向轮对-钢轨系统接触模型

    Figure 1.  Contact model of the leading wheelset-track system

    图 2  轮轨系统有限元模型

    Figure 2.  The finite element model of the wheelset-track system

    图 3  车辆轨道系统多体动力学模型

    Figure 3.  Multi-body dynamic model of the vehicle-track system.

    图 4  前转向架轮轨间的饱和蠕滑力

    Figure 4.  The saturated creep force between the wheels and rails of the front bogie

    图 5  轮对-轨道系统的不稳定振动频率分布

    Figure 5.  The unstable vibration frequecies distribution of the wheelset-track system on a tighted curved track

    图 6  轨道轮轨系统的不稳定振动振型

    Figure 6.  Mode shape of unstable vibration of the wheelset-track system on a tighted curved track

    图 7  橡胶支承块弹性模量对轮-轨系统不稳定振动的影响

    Figure 7.  Effect of the modulus of elasticity of the rubber rest pad on the unstable vibration of the wheelset-track system

    图 8  橡胶支承块阻尼系数对轮-轨系统不稳定振动的影响

    Figure 8.  Effect of the damping coefficient of the rubber rest pad on the unstable vibration of the wheelset-track system

    表  1  轮轨系统的材料物理参数

    Table  1.   Material parameters of the wheelset-track system.

    部件名称密度 ρ/
    (kg•m−3
    弹性模量
    E / MPa
    泊松比
    阻尼
    系数 ε
    轮对 7 800 210 000 0.30
    钢轨 7 800 210 000 0.30
    轨道板 2 400 32 400 0.24
    侧板 7 800 200 000 0.30
    橡胶
    支承块
    900 20 0.40 1 × 10−5
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出版历程
  • 收稿日期:  2018-06-07
  • 修回日期:  2018-08-01
  • 网络出版日期:  2018-09-05
  • 刊出日期:  2020-06-01

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