基于运行平稳性控制的跨座式单轨车辆悬挂系统参数匹配优化研究

Optimization of Suspension System Parameter Matching for Straddle Monorail Vehicles Based on Operational Stability Control

  • 摘要:
    目的 跨座式单轨交通运营实践中发现车辆垂向平稳性存在超标现象,为提升跨座式单轨车辆垂向平稳性能,有必要开展跨座式单轨车辆悬挂系统参数匹配优化研究。
    方法 在建立跨座式单轨车辆动力学模型及走行轮胎 UA 非线性模型的基础上,依据GB/T 5599—2019《机车车辆动力学性能评定及试验鉴定规范》设置车内加速度评价点,对现行车辆运行平稳性进行分析;在500 m直线轨道梁、车辆运行速度为70 km/h 工况下,计算评价点A、B的平稳性指标。采用正交试验方差分析法,对走行轮系、空气弹簧及减振器等 10项悬挂系统参数开展敏感性分析,筛选出走行轮垂向阻尼、走行轮垂向刚度、减振器阻尼、空气弹簧垂向刚度、空气弹簧垂向阻尼和空气弹簧径向刚度这6个主要影响因素,并以评价点A、B的垂向加速度均方根值为优化目标,基于modeFRONTIER与ADAMS联合仿真平台,采用NSGA-Ⅱ(第二代非支配排序遗传算法)开展跨座式单轨车辆悬挂系统参数匹配优化研究。
    结果及结论 优化前评价点A、B的垂向平稳性指标W分别为2.57742.6741,均超出规范限值;经参数优化后,最终选取第488组方案作为最优参数组合,评价点A、B的垂向平稳性指标分别提升了5.99%和7.07%,且各评价点垂向平稳性指标W均小于2.5,满足规范限值要求。

     

    Abstract:
    Objective The straddle monorail transit operational practice has revealed that the vehicle vertical stability often exceeds standard limits. To enhance this stability, it is necessary to conduct research on the optimization of suspension system parameter matching.
    Method Based on the establishment of vehicle dynamics model and running tire non-linear UA model according to GB/T 5599—2019 Specification for dynamic performance assessment and testing verification of rolling stock, in-car acceleration valuation points are set to analyze the current vehicle operational stability. Under the 70 km/h operating speed condition on a 500 m straight track beam, stability indices at evaluation points A and B are calculated. Using orthogonal test variance analysis, a sensitivity analysis is performed on the parameters of 10 suspension systems, including the running wheel system, air springs, and shock absorbers. Six primary influencing factors are identified: running wheel vertical damping, running wheel stiffness, shock absorber damping, air spring vertical stiffness, air spring vertical damping, and air spring radial stiffness. Taking the RMS (root mean square) values of vertical acceleration at points A and B as optimization objectives, a parameter matching optimization study is conducted with NSGA-Ⅱ (non-dominated sorting genetic algorithm Ⅱ) on a co-simulation platform of modeFRONTIER and ADAMS.
    Result & Conclusion  Before optimization, the vertical stability indices W at points A and B are 2.577 4 and 2.674 1 respectively, both exceeding the standard limits. After parameter optimization, the 488th set of schemes is selected as the optimal combination, leading to a 5.99% and 7.07% improvement in the vertical stability indices at points A and B, respectively. In the end, all W values fall below 2.5, meeting the requirements of the specified limit values.

     

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