摘要
As amain part of continuouslywelded rail track, railweldwidely exists in high-speed railway. However, short-wave irregularities can easily initiate and develop in railweld due to the limitation ofwelding technology and thus railweld has been a main high-frequency excitation and is responsible for deterioration of track components. Thiswork reports a 3D finite elementmodel ofwheel-rail rolling contact which can simulate dynamic wheel-rail interaction at arbitrary contact geometry up to 400 km/h. This model is employed to investigate dynamic response of wheel-rail interaction at theoretical andmeasured rail weld, including wheel-rail force and axlebox acceleration. These simulation results, combinedwithQuality Index (QI) method, are used to develop a quantitative expression, which can be easily applied for evaluating rail weld deterioration based on measured rail profiles and axle-box acceleration.
- 出版日期2017
- 单位西南交通大学