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Study on Rail Profile Optimization Based on the Nonlinear Relationship between Profile and Wear Rate

机译:基于轮廓与磨损率非线性关系的钢轨轮廓优化研究

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摘要

This paper proposes a rail profile optimization method that takes account of wear rate within design cycle so as to minimize rail wear at the curve in heavy haul railway and extend the service life of rail. Taking rail wear rate as the object function, the vertical coordinate of rail profile at range optimization as independent variable, and the geometric characteristics and grinding depth of rail profile as constraint conditions, the support vector machine regression theory was used to fit the nonlinear relationship between rail profile and its wear rate. Then, the profile optimization model was built. Based on the optimization principle of genetic algorithm, the profile optimization model was solved to achieve the optimal rail profile. A multibody dynamics model was used to check the dynamic performance of carriage running on optimal rail profile. The result showed that the average relative error of support vector machine regression model remained less than 10% after a number of training processes. The dynamic performance of carriage running on optimized rail profile met the requirements on safety index and stability. The wear rate of optimized profile was lower than that of standard profile by 5.8%; the allowable carrying gross weight increased by 12.7%.
机译:提出了一种在设计周期内考虑磨损率的钢轨轮廓优化方法,以最大程度减少重载铁路弯道处的钢轨磨损,延长钢轨的使用寿命。以钢轨磨损率为目标函数,以优化范围内钢轨轮廓的垂直坐标为自变量,以钢轨轮廓的几何特征和磨削深度为约束条件,采用支持向量机回归理论拟合了钢轨之间的非线性关系。轨道轮廓及其磨损率。然后,建立轮廓优化模型。基于遗传算法的优化原理,求解了轮廓优化模型,以实现最优的轨道轮廓。多体动力学模型用于检查在最佳轨道轮廓上运行的车厢的动态性能。结果表明,经过多次训练,支持向量机回归模型的平均相对误差仍小于10%。在优化的轨道轮廓上运行的小车的动态性能符合安全指标和稳定性的要求。优化型材的磨损率比标准型材低5.8%;允许的毛重增加了12.7%。

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  • 来源
    《Mathematical Problems in Engineering》 |2017年第6期|6956514.1-6956514.12|共12页
  • 作者单位

    Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China|Shijiazhuang Tiedao Univ, Minist Educ, Key Lab Rd & Railway Engn Safety Control, Shijiazhuang 050043, Peoples R China;

    Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China|China Railway Fifth Survey & Design Inst Grp Co, Beijing 102600, Peoples R China;

    Shijiazhuang Tiedao Univ, Sch Transportat Engn, Shijiazhuang 050043, Peoples R China;

    Shijiazhuang Tiedao Univ, Sch Transportat Engn, Shijiazhuang 050043, Peoples R China;

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