1. 上海市轨道交通结构耐久与系统安全重点实验室
2. 同济大学铁道与城市轨道交通研究院
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雷震宇, 徐瑶, 王志强, 等. 科隆蛋扣件钢轨波磨演化对车轨系统的影响[J]. 机械强度, 2021,(1):163-167.
雷震宇, 徐瑶, 王志强, 等. 科隆蛋扣件钢轨波磨演化对车轨系统的影响[J]. 机械强度, 2021,(1):163-167. DOI: 10.16579/j.issn.1001.9669.2021.01.024.
通过多体动力学软件UM,建立了基于柔性轨道的车辆-轨道耦合动力学模型,并基于摩擦功理论的波磨叠加模型,研究减振型科隆蛋扣件轨道的钢轨波磨演化的频率特性及其对车轨系统垂向振动的影响。结果表明:不同速度下波磨的特征频率保持一致,体现了波磨的固定频率特性。在波磨演化过程中,随着速度的增加,在中高频段,车体垂向振动的差异影响逐渐变小,而转向架则相反。速度对轨道结构的振级变化影响不大,钢轨垂向振级最大值出现在160 Hz处,而道床板最大值则出现在16 Hz~31.5 Hz的低频段内。
By using the multi-body dynamics software UM,a vehicle-track coupling dynamic model based on the flexible track was established.The superposition model based on the friction work theory was used to study the characteristics frequency of the rail corrugation evolution of Cologne-egg fasteners and its effects on the vertical vibration of the vehicle-track system.The results show that the characteristic frequency of corrugation remains the same at different speeds,which reflects the fixed frequency characteristics of rail corrugation.During the evolution trend of rail corrugation,with the increase of speed,in the middle and high frequency bands,the difference of the vertical vibration of the car body gradually becomes smaller,while the bogie is the opposite.Speed has little effect on the vibration change of the track structure.The maximum vertical magnitude of the rail appears at 160 Hz,while the maximum of the track slab appears at the low frequency band of 16 Hz ~ 31.5 Hz.
科隆蛋扣件钢轨波磨波磨演化车轨系统垂向振动
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