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电机布置方式对磁浮车-桥系统响应的影响

张敏 庄绪彬 刘宇 牟瀚林 罗世辉

张敏, 庄绪彬, 刘宇, 牟瀚林, 罗世辉. 电机布置方式对磁浮车-桥系统响应的影响[J]. 西南交通大学学报. doi: 10.3969/j.issn.0258-2724.20250451
引用本文: 张敏, 庄绪彬, 刘宇, 牟瀚林, 罗世辉. 电机布置方式对磁浮车-桥系统响应的影响[J]. 西南交通大学学报. doi: 10.3969/j.issn.0258-2724.20250451
ZHANG Min, ZHUANG Xubin, LIU Yu, MU Hanlin, LUO Shihui. Influence of Motor Arrangement Modes on Response of Maglev Vehicle-Bridge System[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20250451
Citation: ZHANG Min, ZHUANG Xubin, LIU Yu, MU Hanlin, LUO Shihui. Influence of Motor Arrangement Modes on Response of Maglev Vehicle-Bridge System[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20250451

电机布置方式对磁浮车-桥系统响应的影响

doi: 10.3969/j.issn.0258-2724.20250451
基金项目: 国家自然科学基金项目(52102442);国家重点研发计划(2024YFB4303202-02)
详细信息
    作者简介:

    张敏(1987—),女,助理研究员,博士,研究方向为磁浮列车系统动力学、直线电机理论及应用,E-mail: zm@swjtu.edu.cn

  • 中图分类号: U270

Influence of Motor Arrangement Modes on Response of Maglev Vehicle-Bridge System

  • 摘要:

    直线电机的法向力具有时变性和可控性,对磁浮列车的稳定运行至关重要. 为研究电机不同布置方式所导致法向力方向变化对悬浮系统动态响应及车辆运行行为的影响,本文建立悬浮模块运动方程,分析法向力对悬浮系统传递函数和额定工作点的影响;在此基础上,通过构建包含悬浮控制、磁饱和效应、电机电磁力、桥梁柔性及轨道不平顺等因素的磁浮车-桥耦合系统动力学模型,探究电机布置方式、滑差频率以及运行速度对系统响应的影响. 研究结果表明:当采用电机轨下布置(轨下)方案时,电机法向力越大,悬浮额定电流越小,电磁铁铁芯相对磁导率越高,磁感应强度对线圈电流变化的敏感度越高,悬浮系统可控性越好. 同时,悬浮气隙波动和悬浮模块振动加速度可显著降低;且滑差频率越小、速度越高,效果越显著:在8 Hz滑差频率、140 km/h速度工况下,轨下方案的悬浮气隙波动和悬浮模块振动加速度幅值较电机轨上布置(轨上)方案分别降低59%和49%. 此外,轨下方案使电磁铁额定电流和悬浮力显著降低,且滑差频率越小、速度越低,差异越大——8 Hz 滑差频率、40 km/h速度下,额定电流和悬浮力分别减小43%和67%. 研究成果可为中低速磁浮走行机构优化和电机滑差频率选择提供理论依据和技术指导.

     

  • 图 1  电磁铁结构及其受力示意

    Figure 1.  Electromagnet’s structure and forces acting on it

    图 2  直线电机电磁力特性

    Figure 2.  Electromagnetic force characteristics of linear motor

    图 3  2种悬浮模块及其轨道结构

    Figure 3.  Two types of levitation modules and their rail structures

    图 4  悬浮系统极点和伯德图

    Figure 4.  Poles of levitation system and Bode plot

    图 5  电磁铁和F轨磁通密度云图

    Figure 5.  Magnetic flux density of electromagnet and F-rail

    图 6  电磁铁导磁特性

    Figure 6.  Magnetic properties of electromagnets

    图 7  车-桥耦合系统动力学模型

    Figure 7.  Dynamic model of vehicle-bridge coupled system

    图 8  仿真与试验结果对比

    Figure 8.  Comparison of simulation and test results

    图 9  悬浮气隙波动

    Figure 9.  Levitation air gap fluctuation

    图 10  悬浮模块振动加速度

    Figure 10.  Vibration accelerations of levitation module

    图 11  桥梁振动加速度

    Figure 11.  Bridge vibration accelerations

    图 12  电流和悬浮力分布

    Figure 12.  Current and levitation force distribution

    表  1  动力学模型主要参数

    Table  1.   Key parameters of dynamic model

    参数 数值 参数 数值
    车体长度/m 15 桥梁跨长/m 25
    车体重量/t 24 空簧刚度/(N•m−1 1.25 × 105
    悬浮模块长度/m 2.8 二系悬挂阻尼/
    (N•s•m−1
    5 × 103
    悬浮模块重量/t 1.2 额定悬浮气隙/mm 8
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  • 收稿日期:  2025-09-06
  • 修回日期:  2026-04-01
  • 网络出版日期:  2026-05-13

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