Straightness measurement of rail weld joint is of essential importance to railway maintenance. Due to the lack of efficient measurement equipment, there has been limited in-depth research on rail weld joint with a 5-m wavelength range, leaving a significant knowledge gap in this field.
In this study, the authors used the well-established inertial reference method (IR-method), and the state-of-the-art multi-point chord reference method (MCR-method). Two methods have been applied in different types of rail straightness measurement trollies, respectively. These instruments were tested in a high-speed rail section within a certain region of China. The test results were ultimately validated through using traditional straightedge and feeler gauge methods as reference data to evaluate the rail weld joint straightness within the 5-m wavelength range.
The research reveals that IR-method and MCR-method produce reasonably similar measurement results for wavelengths below 1 m. However, MCR-method outperforms IR-method in terms of accuracy for wavelengths exceeding 3 m. Furthermore, it was observed that IR-method, while operating at a slower speed, carries the risk of derailing and is incapable of detecting rail weld joints and low joints within the track.
The research compare two methods’ measurement effects in a longer wavelength range and demonstrate the superiority of MCR-method.
Chen, Y., Xu, Y., Zhou, Y., & Chen, W. (2011). Theory and research of asymmetrical chord offset method of restoring a waveform of track irregularity. Journal of East China Jiaotong University, 28(1), 42–46.
Cong, J., Yan, X., Chen, R., Gao, M., An, B., Tang, H., . . . Wang, P. (2023). Profile evaluation of rail joint in a 3-m wavelength based on unsupervised learning. Computer-Aided Civil and Infrastructure Engineering, 38(13), 1834–1856. doi: 10.1111/mice.12945.
Fan, J. (2004). Modern railway track. Beijing: China Railway Press.
Grassie, S. L. (1996a). Measurement of railhead longitudinal profiles: A comparison of different techniques. Wear, 191(1-2), 245–251. doi: 10.1016/0043-1648(95)06732-9.
Grassie, S. L. (1996b). Short wavelength rail corrugation: Field trials and measuring technology. Wear, 191(1-2), 149–160. doi: 10.1016/0043-1648(95)06755-8.
Grassie, S. L. (2005). Rail corrugation: Advances in measurement, understanding and treatment. Wear, 258(7-8), 1224–1234. doi: 10.1016/j.wear.2004.03.066.
Grassie, S. L. (2012). Rail irregularities, corrugation and acoustic roughness: Characteristics, significance and effects of reprofiling. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 226(5), 542–557. doi: 10.1177/0954409712443492.
Grassie, S. L., & Kalousek, J. (1993). Rail corrugation: Characteristics, causes and treatments. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 207(1), 57–68. doi: 10.1243/pime_proc_1993_207_227_02.
Grassie, S. L., Saxon, M. J., & Smith, J. D. (1999). Measurement of longitudinal rail irregularities and criteria for acceptable grinding. Journal of Sound and Vibration, 227(5), 949–964. doi: 10.1006/jsvi.1999.2980.
Haigermoser, A., Luber, B., Rauh, J., & Gräfe, G. (2015). Road and track irregularities: Measurement, assessment and simulation. Vehicle System Dynamics, 53(7), 878–957. doi: 10.1080/00423114.2015.1037312.
Li, Z., Molodova, M., Núñez, A., & Dollevoet, R. (2015). Improvements in axle box acceleration measurements for the detection of light squats in railway infrastructure. IEEE Transactions on Industrial Electronics, 62(7), 4385–4397. doi: 10.1109/tie.2015.2389761.
Liu, C. (2015). Practice and application of wave mill measurement using inertial method. China Science and Technology Zongheng, 3, 86–87.
Mao, X., Xu, Y., & Zhou, Y. (2013). Rail surface irregularities detection and restoration based on four-point chord reference method. Journal of East China Jiaotong University, (5), 13–17.
Wang, P., Wang, Y., Tang, H., Gao, M., Chen, R., & Xu, J. (2018). Error theory of chord-based measurement system regarding track geometry and improvement by high frequency sampling. Measurement, 115, 204–216. doi: 10.1016/j.measurement.2017.10.019.
Wang, Y., Xu, J., Chen, Y., Xiao, J., & Wang, P. (2015). Research on mathematical model of accurate value of track irregularity based on midpoint chord measurement method. Railway Construction, 5, 139–143.
Xu, Z., Cong, J., Zhao, M., Wang, P., & Chen, R. (2022). Wheel rail response analysis based on the irregularity of 3M wavelength metro rail weld joint. Railway Standard Design, 68(2), 1–8.
Xu, J., Wang, P., Wang, L., & Xiao, J. (2016). Sensitive wavelengths of vertical track irregularities by frequency-domain method. Journal of Central South University (Natural Science Edition), 47(2), 683–689.
Xu, J., Xu, C., Femg, Q., Wang, H., & Sun, K. (2021). Influence factors of short-wave irregularity based on inertial reference method. Journal of Shenzhen University Science and Engineering, 38(4), 347–357. doi: 10.3724/sp.j.1249.2021.04347.
Yang, Y., Tao, G., & Fu, Q. (2017). Field measurement and safety limits of rail weld irregularity on LIM metro line. Chinese Journal of Mechanical Engineering, 53(10), 125–135. doi: 10.3901/jme.2017.10.125.
Yin, H., Zhu, H., Wang, Z., Wu, W., & Jin, Z. (2017). Rail short-wave irregularity measurement based upon a multi-midpoint chord model. Vibration and Shock, 36(14), 178–182.
Zhang, M. (2022). Application analysis of monorail wave mill measurement trolley (CAT) in subway operation. Electromechanical Information, 8, 53–56.