Experimental study on test of wheel-rail impact based on iron plate strain of fastener system

被引:2
作者
Lan, Caihao [1 ,2 ]
Niu, Xinyu [1 ,2 ]
Zhu, Wenjin [1 ,2 ]
Yi, Haonan [1 ,2 ]
Li, Zhuohang [1 ,2 ]
Yang, Rongshan [1 ,2 ]
机构
[1] Southwest Jiaotong Univ, MOE Key Lab High Speed Railway Engn, Chengdu 610031, Peoples R China
[2] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
关键词
Iron plate strain; Rail-seat force; Wheel-rail impact; Wheel-drop test; Finite element analysis; TRACK;
D O I
10.1016/j.conbuildmat.2024.137804
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The wheel-rail impact load can reach up to 3-4 times the normal wheel load, with two peaks including a high- frequency impact force (P1) 1 ) and a mid-frequency or quasi-static impact force (P2). 2 ). To effectively monitor the wheel-rail impact, this study utilizes strain gauges adhered to bottom of iron plates of fastener to measure rail- seat force, and conducts indoor static load and wheel-drop tests. A finite element model is established for verification and analysis. By analyzing the transmission law of the wheel-rail impact, a monitoring method through rail-seat force is proposed. The results reveal that the strain change of the iron plate in the static load test remains stable and exhibits a linear relationship with rail-seat force. Through a full-scale wheel-drop test, it demonstrates that rail-seat force can effectively monitor P2 2 force of wheel-rail impact. Compared to traditional method of directly adhering strain gauges to rail, the method of adhering strain gauges to iron plate enabled wheel-rail impact invalid test sections measurement. The peak value of wheel-rail impact P2 2 can be deduced from peak value of rail-seat force under different impact location, impact levels, and elastic pad stiffness. The proposed monitoring method of based on fastener iron plate strain offers a more efficient alternative for identifying wheel defects and rail defects.
引用
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页数:16
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