高速磁浮列车牵引拉杆座连接结构疲劳特性研究

Fatigue Characteristics of Traction Rod Seat Connection Structure of High-speed Maglev Trains

  • 摘要:
    目的 牵引拉杆座连接结构是高速磁浮列车夹层结构的重要组成部分,为满足高速磁浮列车的行驶要求,有必要在设计阶段对不同工况下牵引拉杆座连接结构的疲劳特性进行深入研究。
    方法 以高速磁浮列车牵引拉杆座连接结构为研究对象,通过Hypermesh和ABAQUS有限元软件,建立了牵引拉杆座连接结构的有限元模型。采用FE-SAFE软件进行了疲劳寿命仿真分析,获得了不同工况下牵引拉杆座连接结构的应力应变分布、疲劳寿命等主要性能特征。通过牵引拉杆座连接结构全尺寸台架疲劳试验,对比分析了仿真计算值与试验测试值,对有限元分析方法的有效性进行了评估。
    结果及结论 牵引拉杆座连接结构的结构方案满足设计要求。仿真计算值与试验测试值吻合度良好,验证了牵引拉杆座连接结构有限元模型的准确性。牵引拉杆座连接结构中的U型连接板受力较小,安全裕量较大,有一定优化空间,可考虑将其壁厚减薄至4 mm。

     

    Abstract:
    Objective Traction rod seat connection structure (TrsCs) is an important component in the sandwich structure of high-speed maglev trains. To meet the maglev trains operating requirements, it is necessary to conduct an in-depth study of the fatigue characteristics of TrsCs under different working conditions during the design stage.
    Method Taking the TrsCs of high-speed maglev trains as the research object, a finite element model of TrsCs is established using Hypermesh and ABAQUS finite element software. A fatigue life simulation analysis is carried out using FE-SAFE software, and the main performance characteristics such as stress-strain distribution and fatigue life of TrsCs under different working conditions are obtained. Through full-scale bench fatigue tests of TrsCs, the simulation results are compared and analyzed with the experimental test results, and the effectiveness of the finite element analysis method is evaluated.
    Result & Conclusion  The structural scheme of TrsCs meets the design requirements. The simulation calculation results show good agreement with experimental test results, verifying the accuracy of the finite element model of TrsCs. The U-shape connecting plate of TrsCs bears smaller loads and has a larger safety margin, indicating certain optimization potential; its wall thickness can be considered to reduce to 4 mm.

     

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