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利用频率比测试开发磁悬浮车辆悬浮力分布简化方法

Development of Simplified Methods for Levitation Force Distribution in Maglev Vehicles Using Frequency Ratio Tests.

作者信息

Ji Wen, Ma Weihua, Luo Shihui, Zeng Guofeng, Ye Feng, Liu Mingbo

机构信息

State Key Laboratory of Rail Transit Vehicle System, Southwest Jiaotong University, Chengdu 610031, China.

Maglev Transportation Engineering R&D Center, Tongji University, Shanghai 201804, China.

出版信息

Sensors (Basel). 2024 Aug 26;24(17):5527. doi: 10.3390/s24175527.

Abstract

Maglev vehicles apply the entire vehicle load uniformly onto bridges through levitation forces. In assessing the dynamic characteristics of the maglev train-bridge coupling system, it is reasonable to simplify the distributed levitation force as a concentrated force. This article theoretically derives the analytical response of bridge dynamics under the action of a single constant force and conducts numerical simulations for a moving single constant force and a series of equally spaced constant forces passing over simply supported beams and two-span continuous beams, respectively. The topic of discussion is the response of bridge dynamics when different degrees of force concentration are involved. High-precision displacement and acceleration sensors were utilized to conduct tests on the Shanghai maglev line to verify the accuracy of the simulation results. The results indicate that when simplifying the distributed levitation force into a concentrated force model, a frequency ratio can be used to analyze the conditions for resonance between the train and the bridge and to calculate the critical speed of the train; the levitation distribution force of a high-speed maglev vehicle can be simplified into four groups of concentrated forces based on the number of levitation frames to achieve sufficient accuracy, with the dynamic response of the bridge being close to that under distributed loads.

摘要

磁悬浮车辆通过悬浮力将整车荷载均匀地施加在桥梁上。在评估磁悬浮列车 - 桥梁耦合系统的动态特性时,将分布悬浮力简化为集中力是合理的。本文从理论上推导了单个恒力作用下桥梁动力学的解析响应,并分别针对移动的单个恒力以及一系列等间距恒力通过简支梁和两跨连续梁的情况进行了数值模拟。讨论的主题是涉及不同程度力集中时桥梁动力学的响应。利用高精度位移和加速度传感器在上海磁浮线上进行测试,以验证模拟结果的准确性。结果表明,当将分布悬浮力简化为集中力模型时,可使用频率比来分析列车与桥梁之间的共振条件并计算列车的临界速度;基于悬浮架数量,高速磁悬浮车辆的悬浮分布力可简化为四组集中力以达到足够的精度,此时桥梁的动态响应接近分布荷载作用下的响应。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/6854/11397824/b4e742c5587d/sensors-24-05527-g001.jpg

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