Analysis on Transverse Displacement of Steel Spring Floating Plate Track at Curved Section
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U231;TB53

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    Abstract:

    In order to ensure the safety of steel spring floating plate during service period, two adjacent curve sections of steel spring floating plate track of a new subway line were arranged at the same time to test the transverse displacements of rail and floating plate at different speeds, and a dynamic simulation model was established to simulate the most unfavorable working conditions. The test and simulation results show that the transverse displacement of rail and floating plate is not affected by the change of speed, but the transverse displacement of rail and floating plate increases with the decrease of curve radius. When the line is put into use, the increase of the train load and the deterioration of the irregularity of the line lead to the increase of the transverse force between the wheel and rail, which causes the increase of the transverse displacement of the rail and the floating plate.

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刘锦辉,师多佳,刘文武.地铁曲线地段钢弹簧浮置板轨道横向位移特性研究[J].华东交通大学学报英文版,2021,38(6):106-113.
Liu Jinhui, Shi Duojia, Liu Wenwu. Analysis on Transverse Displacement of Steel Spring Floating Plate Track at Curved Section[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2021,38(6):106-113

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  • Online: February 23,2022
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