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,建立重载铁路车辆-轨道耦合动力学模型,将钢轨波磨简化为连续谐波激扰,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R800m小半径曲线上,对于波长为100−160 mm、160−200 mm、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 R800m small-radius curve on the heavy-haul railway, the recommended grinding limits are 0.70 mm for the wavelength range of 100−160 mm, 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 exceeding 280 mm.

     

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