Dynamic Performance of the LMS Maglev Train-Track-Bridge System Under Uneven Settlement for Two Typical Bridges

To investigate the dynamic performance of the low-to-medium-speed (LMS) maglev train and bridge system under uneven ground settlement, a refined vertical dynamic interaction model of the LMS maglev train-track-bridge system with uneven settlement is proposed. Firstly, the numerical model is verified based on the field test. Secondly, the dynamic performances of the system induced by uneven settlements are numerically analyzed. Furthermore, numerical studies are carried out to investigate the effect of various uneven settlement types, to compare the performances of the two typical bridges, and to assess the contribution of the F-rail in the presence of uneven settlement. The results show that uneven settlement has a significant enlargement effect on the dynamic responses of the car body and levitation module, but a very weak influence on the bridge. Both the patterns of uneven settlement and bridge types significantly affect the dynamic response of the maglev train to various levels. The numerical model excluding the track structure will overestimate the dynamic responses of the levitation module. It is suggested that the dynamic interaction model for the maglev train-track-bridge system be selected to simulate the influence of uneven settlement for better accuracy.

Automated summary

The study focused on the dynamic performance of low-to-medium-speed maglev trains and bridge systems under uneven ground settlement, proposing a refined dynamic interaction model. Uneven settlement significantly affected the dynamic responses of the car body and levitation module, but had minimal impact on the bridge. It is recommended to use the dynamic interaction model to accurately simulate the influence of uneven settlement.