A monitoring method of rail fastener reaction force based on iron pad strain

被引:6
作者
Li, Peigang [1 ]
Wang, Mingyu [1 ]
Yu, Tianyu [1 ]
Feng, Ning [1 ]
Lan, Caihao [2 ]
Yang, Kang [1 ]
Li, Shanshan [1 ]
Zhang, Hongzhi [3 ]
机构
[1] Shanghai Inst Technol, Sch Railway Transportat, Shanghai 201418, Peoples R China
[2] Southwest Jiaotong Univ, MOE Key Lab High Speed Railway Engn, Chengdu 610031, Peoples R China
[3] Univ Glasgow, James Watt Sch Engn, Glasgow G12 8QQ, Scotland
基金
中国国家自然科学基金;
关键词
High-speed railway; SHM method; Fastener reaction force; Iron pad; FBG Sensor; Train dynamic load; BRAGG GRATING SENSORS; FIBER; TRACK;
D O I
10.1016/j.conbuildmat.2024.135169
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research has successfully explored a monitoring method that does not necessitate modifications to the current structure of the fastening system and ensures that the intrinsic force distribution remains undisturbed, which is the pioneering use of Fiber Bragg Grating (FBG) strain sensors to test the strain of iron pads to reflect the force of fastener support points. Then, through the laboratory single-point loading test and finite element simulation, the feasibility of the monitoring method has been confirmed, and the resolution is higher than the traditional method. Subsequently, based on the experimental environment of high-speed railway commissioning, dynamic long-term monitoring research was conducted, and relevant calibration experiments and finite element simulation analyses were carried out. The experimental research and finite element simulation analysis revealed the superior ability of the method in capturing intricate data details, with the field experiment verifying a high resolution markedly surpassing other existing methods. Furthermore, by monitoring the same train, the data were found to be highly repeatable, which confirmed the ability of the monitoring method to stably reflect the dynamic behavior of the train. Overall, the monitoring method provided in this research could monitor the fastener reaction force in real time for an extended period and accurately record its periodic dynamic loading cycle pattern, which provides important data support for the structural health condition of the ballastless track and the safe operation assessment of trains.
引用
收藏
页数:18
相关论文
共 55 条
[1]   Experimental investigation of a ballastless asphalt track mockup under vertical loads [J].
Bose, Tulika ;
Zania, Varvara ;
Levenberg, Eyal .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 261
[2]  
Bracciali A., 2004, C RAILW ENG LOND, P6
[3]   Experimental study on sinkhole collapse monitoring based on distributed Brillouin optical fiber sensor [J].
Chen, Haijun ;
He, Jianping ;
Xue, Yuan ;
Zhang, Shihai .
OPTIK, 2020, 216
[4]  
Chen Z, 2021, Study on dynamic stiffness characteristics of ballastless track fasteners for high-speed railway, DOI [10.27414/d.cnki.gxnju.2021.000684, DOI 10.27414/D.CNKI.GXNJU.2021.000684]
[5]  
China State Railway Group, 2015, Fastening systems for high-speed railway Part 5:WJ-8 fastening system: TB/T 3395.5-2015, P8
[6]   Self-sensing concrete: from resistance-based sensing to capacitance-based sensing [J].
Chung, D. D. L. .
INTERNATIONAL JOURNAL OF SMART AND NANO MATERIALS, 2021, 12 (01) :1-19
[7]   Parametric stability and complex dynamical behavior of functionally graded rectangular thin plates subjected to in-plane inertial disturbance [J].
Du, Chang-Cheng ;
Li, Ying-Hui .
COMPOSITE STRUCTURES, 2020, 234
[8]   Flat-Cladding Fiber Bragg Grating Sensors for Large Strain Amplitude Fatigue Tests [J].
Feng, Aihen ;
Chen, Daolun ;
Li, Cheng ;
Gu, Xijia .
SENSORS, 2010, 10 (08) :7674-7680
[9]   Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load [J].
Feng, Qingsong ;
Sun, Kui ;
Chen, Hua-Peng ;
Lei, Xiaoyan .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 292
[10]  
[高亮 Gao Liang], 2020, [工程力学, Engineering Mechanics], V37, P228