车载数据驱动下重载列车纵向力实时预测方法

Real-time prediction of longitudinal forces in heavy-haul trains driven by vehicle-carried data

  • 摘要: 为实现兼顾计算精度与速度的列车纵向力实时预测,本文建立基于车载与试验数据的重载列车纵向力实时计算精确方法,其中机车牵引力/电制力通过车载监测数据更新,列车基本运行阻力系数实现针对性自适应调整,进一步比选空气制动系统的经验模型与流体模型,同时建立高精度平衡迭代法求解列车纵向动力学方程。为进一步提高计算效率,建立使用Duhamel积分求解振动响应的列车纵向力简化计算方法。以重载列车−9‰~−12‰典型长大下坡区段为算例,精确方法在列车运行速度计算中最大误差3.72 km/h,并对缓冲器相对位移变化趋势、量级水平和关键冲击有较好的预测效果,简化方法在一些列车操纵工况比较稳定的区段可以达到与精确方法相近的车钩力误差概率分布,即约有68%的概率误差小于64.6 kN,有95%的概率小于129.2 kN,有99.7%的概率小于193.8 kN。简化方法由于对缓冲器特性等线性化考虑,因此对列车操纵工况转换时的短时剧烈纵向冲击模拟较差。

     

    Abstract: In order to achieve real-time prediction of train longitudinal force that balances calculation accuracy and speed, the paper establishes a real-time and accurate calculation method for heavy haul train longitudinal force based on the vehicle-carried data and test data. The locomotive force of traction/electric-braking is updated through vehicle-carried monitoring data, and the basic running resistance coefficient of the train is adaptively adjusted accordingly. Furthermore, the empirical model and fluid model of the air braking system are compared, and a high-precision balance iteration method is established to solve the longitudinal dynamic equation of the train; To further improve computational efficiency, a simplified calculation method for longitudinal force of trains using Duhamel integral to solve vibration response is established; Taking the example of heavy haul train passing through the typical long heavy down grade from -9 ‰ to -12 ‰, the precise method has a maximum error of 3.72 km/h in calculating the train's operating speed, and has a good predictive effect on the relative displacement trend, magnitude level, and key impact of the buffer. The simplified method can achieve a probability distribution of coupler force error similar to the precise method in some sections where the train's operating conditions are relatively stable, that is, about 68% of the probability error is less than 64.6 kN, 95% of the probability is less than 129.2 kN, and 99.7% of the probability is less than 193.8 kN; However, the simplification method is too simplistic in terms of buffer characteristics, resulting in poor simulation of short-term severe longitudinal impacts during the transition of train operation conditions.

     

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