Research Article

Applying System Dynamics of Discrete Supported Track to Analyze the Rail Corrugation Causation on Curved Urban Railway Tracks

Table 2

Frequency domain characteristics of corrugation of different curves.

Support spacing of curves/mVehicle passing excitation/HzCertain double frequency/HzTrack natural frequency/HzMain frequency of corrugation/Hz

0.528196200208
0.624192190200
0.720160172172
0.817170168168