Technical Papers
May 23, 2023

Investigation on the Dynamic Characteristics of Track Slab with the Influence of Rail Corrugation

Publication: Journal of Infrastructure Systems
Volume 29, Issue 3

Abstract

Rail corrugation, a common defect of rails, causes a high frequency self-oscillation effect in track slabs when there is an external load. In order to analyze the influence of multi-scales of rail corrugation on the dynamic characteristics of track slab under an external moving load, the relationship between the nature vibration modes of a single track slab and the resonance of the wheel-rail at different wavelengths, wave depths, and velocities is investigated. The results clearly show that the vertical acceleration of the track slab is the largest when the wavelength is 60 mm and the wave depth is 0.5 mm. At this point, the peak frequency of the track slab approaches its natural frequency. The maximum vertical acceleration decreases as velocity increases. The resonance effect between the track slab and the vehicle body will trigger a side-frequency phenomenon in the track slab frequency domain diagram. The indicator margin factor (MF) is more sensitive when the wavelength and wave depth are different, and the MF and peak-to-peak value (PPV) are more sensitive when the vehicle velocity is different. They can be used to judge the degree of influence of different scales of rail corrugation on the vertical acceleration of track slab.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was supported by National Natural Science Foundation of China (No. 51975038), Natural Science Foundation of Beijing Municipal (No. KZ202010016025), Natural Science Foundation of Beijing Municipality (Grant No. 3214042), and BUCEA Doctor Graduate Scientific Research Ability Improvement Project (DG2021005). The authors gratefully acknowledge the support.

References

Chen, Z., X. Liu, J. Xiao, W. Li, and C. Zhao. 2020. “Effects of crack status on stability of longitudinally coupled prefabricated track slab.” Proc. Inst. Civ. Eng. Transp. 173 (6): 410–419. https://doi.org/10.1680/jtran.18.00014.
Cui, X., Z. Cheng, Z. Yang, B. Huang, and Z. Du. 2022. “Study on the phenomenon of rail corrugation on high-speed rail based on the friction-induced vibration and feedback vibration.” Veh. Syst. Dyn. 60 (2): 413–432. https://doi.org/10.1080/00423114.2020.1817507.
Gao, L., B. An, T. Xin, J. Wang, and P. Wang. 2020. “Measurement, analysis, and model updating based on the modal parameters of high-speed railway ballastless track.” Meas. J. Int. Meas. Confed. 161 (Sep): 107891. https://doi.org/10.1016/j.measurement.2020.107891.
Gao, X., Q. Feng, A. Wang, X. Sheng, and G. Cheng. 2021. “Testing research on frequency-dependent characteristics of dynamic stiffness and damping for high-speed railway fastener.” Eng. Fail. Anal. 129 (Nov): 105689. https://doi.org/10.1016/j.engfailanal.2021.105689.
Juanjuan, R., Y. Rongshan, W. Ping, D. Feng, and Y. Xiaobo. 2017. “Influence of contact loss underneath concrete underlayer on dynamic performance of prefabricated concrete slab track.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 231 (3): 345–358. https://doi.org/10.1177/0954409716630339.
Li, T., Q. Su, and S. Kaewunruen. 2020. “Influences of dynamic material properties of slab track components on the train-track vibration interactions.” Eng. Fail. Anal. 115 (Sep): 104633. https://doi.org/10.1016/j.engfailanal.2020.104633.
Okuda, H., K. Asanuma, N. Matsumoto, and H. Wakui. 2004. “Dynamic load, resistance and environmental performance of floating ladder track.” Q. Rep. RTRI 45 (3): 149–155. https://doi.org/10.2219/rtriqr.45.149.
Park, S., J. Y. Kim, J. Kim, S. Lee, and K. H. Cho. 2020. “Analysis of dynamic characteristics of deformed concrete slab track on transition zone in high-speed train line according to train speeds.” Appl. Sci. 10 (20): 7174. https://doi.org/10.3390/app10207174.
Poveda, E., R. C. Yu, J. C. Lancha, and G. Ruiz. 2013. “Finite element analysis on the fatigue damage under compression of a concrete slab track.” In Proc., 8th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structure, 850–861. Barcelona, Spain: International Center for Numerical Methods in Engineering, Gran Capita.
Rauber, T. W., F. De Assis Boldt, and F. M. Varejão. 2015. “Heterogeneous feature models and feature selection applied to bearing fault diagnosis.” IEEE Trans. Ind. Electron. 62 (1): 637–646. https://doi.org/10.1109/TIE.2014.2327589.
Ren, J., W. Du, S. Deng, Y. Xiao, H. Li, and G. Tian. 2021. “Effect of viscoelastic deformation for CA mortar on mechanical responses of track structures.” KSCE J. Civ. Eng. 25 (7): 2464–2473. https://doi.org/10.1007/s12205-021-2121-3.
Sadeghi, J., A. Khajehdezfuly, M. Esmaeili, and D. Poorveis. 2016. “Dynamic interaction of vehicle and discontinuous slab track considering nonlinear hertz contact model.” J. Transp. Eng. 142 (4): 04016011. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000823.
Shi, X., Y. Liu, Z. Liu, H. J. Hoh, K. S. Tsang, and J. H. L. Pang. 2021. “An integrated fatigue assessment approach of rail welds using dynamic 3D FE simulation and strain monitoring technique.” Eng. Fail. Anal. 120 (Feb): 105080. https://doi.org/10.1016/j.engfailanal.2020.105080.
Tanabe, M., S. Komiya, H. Wakui, N. Matsumoto, and M. Sogabe. 2000. “Simulation and visualization of a high-speed Shinkansen train on the railway structure.” Jpn. J. Ind. Appl. Math. 17 (2): 309–320. https://doi.org/10.1007/BF03167350.
Tanaka, H., and M. Miwa. 2020. “Modeling the development of rail corrugation to schedule a more economical rail grinding.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 234 (4): 370–380. https://doi.org/10.1177/0954409719894833.
Vila, P., L. Baeza, J. Martínez-Casas, and J. Carballeira. 2014. “Rail corrugation growth accounting for the flexibility and rotation of the wheel set and the non-Hertzian and non-steady-state effects at contact patch.” Veh. Syst. Dyn. 52 (S1): 92–108. https://doi.org/10.1080/00423114.2014.881513.
Wang, P., J. Xu, L. Wang, and K. Wei. 2018. “Calculation model of the vehicle: CRTS II coupling system with symplectic method.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 232 (4): 959–969. https://doi.org/10.1177/0954409717703470.
Xiao, H., S. Yang, H. Wang, and S. X. Wu. 2018. “Initiation and development of rail corrugation based on track vibration in metro systems.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 232 (9): 2228–2243. https://doi.org/10.1177/0954409718768956.
Yang, J., Y. Zhao, J. Wang, C. Liu, and Y. Bai. 2022. “Influence of wheel flat on railway vehicle helical gear system under Traction/Braking conditions.” Eng. Fail. Anal. 134 (Apr): 106022. https://doi.org/10.1016/j.engfailanal.2021.106022.
Yang, X., S. Gu, S. Zhou, J. Yang, Y. Zhou, and S. Lian. 2015. “Effect of track irregularity on the dynamic response of a slab track under a high-speed train based on the composite track element method.” Appl. Acoust. 99 (Dec): 72–84. https://doi.org/10.1016/j.apacoust.2015.05.009.
Yu, M., W. D. Wang, J. Z. Liu, and S. C. Sun. 2019. “The transient response of high-speed wheel/rail rolling contact on ‘roaring rails’ corrugation.” Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit 233 (10): 1068–1080. https://doi.org/10.1177/0954409719825682.
Zhang, X. Y., Z. H. Lu, Y. G. Zhao, and C. Q. Li. 2021. “Reliability analysis of CRTS II track slab considering multiple failure modes.” Eng. Struct. 228 (Feb): 111557. https://doi.org/10.1016/j.engstruct.2020.111557.
Zhong, Y., L. Gao, and Y. Zhang. 2018. “Effect of daily changing temperature on the curling behavior and interface stress of slab track in construction stage.” Constr. Build. Mater. 185 (Oct): 638–647. https://doi.org/10.1016/j.conbuildmat.2018.06.224.
Zhu, S., C. Cai, and W. Zhai. 2016. “Interface damage assessment of railway slab track based on reliability techniques and vehicle-track interactions.” J. Transp. Eng. 142 (10): 04016041. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000871.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 29Issue 3September 2023

History

Received: Apr 14, 2022
Accepted: Jan 19, 2023
Published online: May 23, 2023
Published in print: Sep 1, 2023
Discussion open until: Oct 23, 2023

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Professor, Beijing Key Laboratory of Performance Guarantee on Urban Rail Transit Vehicles, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, China (corresponding author). ORCID: https://orcid.org/0000-0003-2536-2334. Email: [email protected]
Peishan Liu [email protected]
Ph.D. Student, School of Mechanical-Electronic and Vehicle Engineering, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, China. Email: [email protected]
Jinhai Wang [email protected]
Postdoctoral Research Fellow, Beijing Key Laboratory of Performance Guarantee on Urban Rail Transit Vehicles, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, China. Email: [email protected]
Xiaohui Wang [email protected]
Ph.D. Student, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, No. 1 Zhanlanguan Rd., Xicheng District, Beijing 100044, China. Email: [email protected]
Ph.D. Student, School of Mechanical, Electronic, and Control Engineering, Beijing Jiaotong Univ., No. 3 Shangyuan Cun, Haidian District, Beijing 100091, China. Email: [email protected]

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