重载铁路小半径曲线上钢轨波磨安全限值研究

Research on the Safety Limit of Rail Corrugation on Small-Radius Curves of Heavy-Haul Railways

  • 摘要: 为探究重载铁路小半径曲线上的钢轨波磨安全限值,该文建立了重载铁路车辆-轨道耦合动力学模型,将钢轨波磨简化为连续谐波激扰,以余弦函数描述轨道不平顺,以钢轨波磨作为激励,计算重载铁路轮轨系统动力学响应,分析钢轨波磨的波长和波深对轮轨响应特性的影响规律,并提出针对该小半径曲线上的波磨安全限值。结果表明:钢轨波磨波长确定时,波深幅值越大的波磨危害越严重;当波深确定时,波长越短的波磨危害越严重;在重载铁路R800 m小半径曲线上,对于波长为100~160 mm、160~200mm、200~260 mm、260~280 mm和280 mm以上的钢轨波磨,建议其打磨幅值分为别0.70 mm、0.90 mm、1.00 mm、1.2 mm和1.30 mm。

     

    Abstract: This study investigates the safety limits of rail corrugation on small-radius curves of heavy-haul railways. A heavy-haul vehicle-track coupled dynamics model was developed using multibody dynamics software. The rail corrugation was simulated as continuous harmonic excitation, and track irregularities were modeled using a cosine function. By applying the corrugation as an input excitation, the dynamic response of the wheel-rail system was computed. The analysis focused on the influence of corrugation wavelength and wave depth on the wheel-rail interaction. Based on this analysis, safety limits for rail corrugation on the specific small-radius curve were proposed. The results show that for a fixed wavelength, the damage severity increases with the wave depth. Conversely, for a given wave depth, shorter wavelengths cause more severe damage. For the small-radius curve of heavy-haul railways, the recommended rail grinding limits are 0.70 mm within 100~160 mm wavelength, 0.90 mm for 160~200 mm, 1.00 mm for 200~260 mm, 1.20 mm for 260~280 mm, and 1.30 mm for wavelengths above 280 mm.

     

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