Abstract
The irregularity in the turnout is the primary source of excitation in vehicle/turnout interaction. By considering the amplitude, frequency, and probability characteristics of the irregularity, a full probability simulation method for modeling the turnout irregularity random field is proposed using Latin hypercube sampling and inverse Fourier transform. The probability density evolution method is then introduced to comprehensively reveal the random vibration characteristics of the vehicle/turnout system. The results demonstrate that the full probability irregularity spectrum can achieve a cumulative probability resolution of up to 1/100 with the amount of data being less than 1/10 of the measured data. The computational efficiency of PDEM is enhanced by 1 to 2 orders of magnitude compared to the Monte Carlo simulation while maintaining the same level of accuracy. The position of the heart rail is identified as having the most significant influence on the random contact behavior between the wheel and rail. The vertical acceleration of the vehicle is more sensitive to the heart rail position, whereas the lateral response is more influenced by the switch rail position.
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The data used to support the findings of this study are available from the corresponding author upon request.
References
Cai, X., Tang, X., Yang, F., Wang, T., Sun, J.: Estimation of turnout irregularities using vehicle responses with improved BiLSTM and Gaussian process regression. Measurement 221, 113513 (2023)
Tran, L., Hoang, T., Foret, G., Duhamel, D., Nguyen, D.: Calculation of dynamic responses of railway sleepers on a nonlinear foundation. Nonlinear Dyn. 112, 443–458 (2024)
Palsson, B.A., Ambur, R., Sebès, M., Wang, P., Shih, J., Fan, D., Xu, J., Chen, J.: A comparison of track model formulations for simulation of dynamic vehicle–track interaction in switches and crossings. Veh. Syst. Dyn. 61, 698–724 (2023)
Guo, P., Huang, C., Zeng, J., Cao, H.: Hopf-Hopf bifurcation analysis based on resonance and non-resonance in a simplified railway wheelset model. Nonlinear Dyn. 108, 1197–1215 (2022)
Zeng, X., Shi, H., Wu, H.: Nonlinear dynamic responses of high-speed railway vehicles under combined self-excitation and forced excitation considering the influence of unsteady aerodynamic loads. Nonlinear Dyn. 105, 3025–3060 (2021)
Yue, G., Zhang, L., Ren, B., Dong, J., Wang, D.: Modal utilization method for measuring the track axial force. Nonlinear Dyn. 111, 9177–9199 (2023)
Zeng, S., Wu, Y.: The random vertical dynamic response of railway vehicles. J. Railw. Sci. Eng. 6, 28–37 (1984)
Zeng, S., Hu, J.: Our track excitation functions and their application to vehicle random vibration calculations. Rolling Stock. 26, 10–15 (1988)
Zeng, S., Wu, Y.: Influence of suspension parameters on vertical vibration performance of vehicles. Rolling Stock 19, 8–13 (1981)
Li, C., Wan, F.: Random vibration of track structure. J. China Railw. Soci. 20, 97–101 (1998)
Xu, N., Ren, Z., Li, X., Cha, H.: Study on vertical vibration transmission and ride performance with the couplingeffect between vehicle and suspended devices. J. Vib. Eng. 30, 965–975 (2017)
Lin, J., Zhang, W., Li, J.: Structural responses to arbitrarily coherent stationary random excitations. Comput. Struct. 50, 629–633 (1994)
Lin, J., Shen, W., Williams, F.: A high-precision direct integration scheme for nonstationary random seismic responses of nonclassically damped structures. Struct. Eng. Mech. 3, 215–228 (1995)
Lin, J., Zhao, Y., Zhang, Y.: Accurate and highly efficient algorithms for structural stationary/non-stationary random responses. Comput. Method. Appl. M. 191, 103–111 (2001)
Lin, J., Zhang, Y., Li, Q., Williams, F.: Seismic spatial effects for long-span bridges, using the pseudo excitation method. Eng. Struct. 26, 1207–1216 (2004)
Zhu, Y., Li, X., **, Z.: Three-dimensional random vibrations of a high-speed-train–bridge time-varying system with track irregularities. Proc. Ins. Mech. Eng. Part F J. Rail Rapid Transit 230(8), 1851–1876 (2016). https://doi.org/10.1177/0954409715616836
Zhang, J., Zhao, Y., Zhang, Y., **, X., Zhong, W., Williams, F., Kennedy, D.: Non-stationary random vibration of a coupled vehicle-slab track system using a parallel algorithm based on the pseudo excitation method. P. I. Mech. Eng. F-J. Rai. 227, 203–216 (2013)
Zeng, Z., Zhao, Y., Xu, W., Yu, Z., Chen, L., Lou, P.: Random vibration analysis of vehicle-bridge under track irregularities and traveling seismic waves using vehicle-slab track-bridge interaction model. J. Sound Vib. 342, 22–43 (2015)
Li, J., Chen, J.: Stochastic Dynamics of Structures. John Wiley Sons, Singapore (2009)
Yu, Z., Mao, J., Guo, F., Guo, W.: Non-stationary random vibration analysis of a 3D vehicle-bridge system using the probability density evolution method. J. Sound Vib. 366, 173–189 (2016)
Mao, J., Yu, Z., **ao, Y., **, C., Bai, Y.: Random dynamic analysis of a vehicle-bridge coupled system involving random system parameters based on probability density evolution method. Probabilist. Eng. Mech. 46, 48–61 (2016)
Liu, F., Zeng, Z., Wang, W.: Simulation and application of random track irregularity by spectral representation and stochastic function. J. China Railw. Socie. 43, 121–127 (2021)
Li, X., **n, L., **ao, L., Yang, D.: A stochastic analysis method of vehicle-bridge interactions consideringfull probability distribution of track irregularities. China Civil Eng. J. 52, 71–78 (2019)
Tang, X., Chen, Z., Cai, X., Wang, Y.: Ballastless track arching recognition based on one-di`mensional residual convolutional neural network and vehicle response. Constr. Build. Mater. 408, 133624 (2023)
**n, L., Li, X., **ao, L., Wang, M.: Effect of stochastic track irregularity on dynamic response ofhigh-speed railway bridges. J. China Railw. Socie. 43, 150–157 (2021)
Xu, L., Zhai, W.: Track irregularity probabilistic model. J. Tra. Tran. Eng. 18, 56–63 (2018)
Perrin, G., Duhamel, D., Soize, C., Funfschilling, C.: Quantification of the influence of the track geometry variability on the vehicle dynamics. Mech. Syst. Signal. Pr. 60–61, 945–957 (2015)
Perrin, G., Soize, C., Duhamel, D., Funfschilling, C.: Track irregularities stochastic modeling. Probabilist. Eng. Mech. 34, 123–130 (2013)
Lestoille, N., Soize, C., Funfschilling, C.: Sensitivity of vehicle stochastic dynamics to long-term evolution of track irregularities. Veh. Syst. Dyn. 54(5), 545–567 (2016)
Lestoille, N., Soize, C., Funfschilling, C.: Stochastic prediction of high-speed vehicle dynamics to long-term evolution of track irregularities. Mech. Res. Commun. 75, 29–39 (2016)
Xu, L., Zhai, W.: A new model for temporal-spatial stochastic analysis of vehicle-track coupled systems. Veh. Syst. Dyn. 55(3), 427–448 (2017)
Xu, L., Zhai, W.: A novel model for determining the amplitude-wavelength limits of track irregularities accompanied by a reliability assessment in railway vehicle-track dynamics. Mech. Syst. Signal. Pr. 86, 260–277 (2017)
Xu, L., Zhai, W., Gao, J.: Extended applications of track irregularity probabilistic model and vehicle-slab track coupled model on dynamics of railway systems. Veh. Syst. Dyn. 55(11), 1686–1706 (2017)
Xu, L., Zhai, W., Gao, J.: Global sensitivity analysis for vehicle-track interactions:special attention on track irregularities. J. Comput. Nonlin. Dyn. 13, 1–12 (2018)
Xu, L., Zhai, W.: Stochastic analysis model for vehicle-track coupled systems subject to earthquakes and track random irregularities. J. Sound Vib. 407, 209–225 (2017)
Xu, L., Zhai, W.: Probabilistic assessment of railway vehicle-curved track systems considering track random irregularities. Veh. Syst. Dyn. 56, 1–25 (2018)
Xu, L., Zhai, W., Chen, Z.: On use of characteristic wavelengths of track irregularities to predict track portions with deteriorated wheel/rail forces. Mech. Syst. Signal. Pr. 104, 264–278 (2018)
Xu, L., Gao, J., Zhai, W.: On effects of rail fastener failure on vehicle/track interactions. Struct. Eng. Mech. 63, 659–667 (2017)
Cao, Y., **, W., Zhao, W., Zhao, C.: The influences on turnout dynamic responses due to its irregularities. Applied mechanics and materials. Trans. Tech. Publications Ltd. 105, 1181–1186 (2012)
Xu, L., Liu, X.: Matrix coupled model for the vehicle-track interaction analysis featured to the railway crossing. Mech. Syst. Signal. Pr. 152, 107485 (2021)
Zemp, A., Müller, R., Hafner, M.:Characterization of vehicle-track interactions based on axle box acceleration measurements for normal track and turnout passages. 9th International Conference on Structureal Dynamics, Eurodyn (2014)
Chiou, S.B., Yen, J.: Modeling of railway turnout geometry in the frog area with the vehicle wheel trajectory. P. I. Mech. Eng. F-J. Rai. 232(6), 1598–1614 (2018)
Torstensson, P.T., Squicciarini, G., Krueger, M., Palsson, B.A., Nielsen, J.C.O., Thompson, D.J.: Wheel-rail impact loads and noise generated at railway crossings-influence of vehicle speed and crossing dip angle. J. Sound Vib. 456, 119–136 (2019)
Asadzadeh, S.M., Galeazzi, R.: The predictive power of track dynamic response for monitoring ballast degradation in turnouts. P. I. Mech. Eng. F-J. Rai. 234, 976–991 (2020)
Bosso, N., Bracciali, A., Megna, G., Zampieri, N.: Effects of geometric track irregularities on vehicle dynamic behaviour when running through a turnout. Vehicle Syst. Dyn. 61(3), 782–798 (2021). https://doi.org/10.1080/00423114.2021.1957127
Wei, S., Liu, L., Zhao, Y., Wang, H.: GJ-6 track inspection system. Railw. Eng. 11, 98–101 (2011)
Wei, S., Li, Y., Zhao, Y., Chen, C.: Design and development of GJ-6 track inspection system. Railw. Eng. 2, 97–100 (2012)
Liu, L., Wei, S., Zhao, Y., Li, Y.: Development and validation of GJ-6 track inspection system. Railw. Tech. Innova. 2, 53–56 (2015)
**ong, K., Liu, X., Li, H., Fei, Y., Zhai, W.: PSD of ballastless track irregularities of high-speed railway. Scientia Sinica (Techologica) 44, 687–696 (2014)
Li, J., Chen, J.: The probability density evolution method foranalysis of dynamic nonlinear response ofstochastic structures. Acta Mech. Sin. 35, 716–722 (2003)
Chen, J., Li, J.: Dynamic response and reliability analysis of non-linear stochastic structures. Probabilist. Eng. Mech. 20, 33–44 (2005)
Chang, W., Cai, X., Wang, Q., Tang, X., Sun, J., Yang, F.: The Influence of track irregularity in front of the turnout on the dynamic performance of vehicles. Appl. Sci. 12, 4169 (2022)
Cai, X., Tang, X., Wang, Y., Wang, T., Yang, F., Sun, J.: Advanced VTCDREM for dynamic reliability evaluation of railway systems: integration of fully probabilistic track irregularities and multifaceted random factors. J. Sound Vib. 584, 118460 (2024)
Funding
This work was supported by the National Key R&D Program of China (Grant No. 2022YFB2602901), the Open Fund of National Key Laboratory of High-speed Railway Track Technology (Grant No. 2021YJ053), the Project of Science and Technology Research and Development Program of China State Railway Group Co., Ltd. (Grant No. K2022G038) and the National Natural Science Foundation of China (Grant No. 52178405).
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X.T. and X.C. wrote the main manuscript text, W.L. prepared figures 1-10, J.S. prepared figures 11-20, F.Y. prepared figures 21-30, and M.W. prepared figures 31-36. All authors reviewed the manuscript.
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Tang, X., Cai, X., Liu, W. et al. A novel model for vehicle/turnout nonlinear random vibration analysis based on full probability irregularity spectrum. Nonlinear Dyn (2024). https://doi.org/10.1007/s11071-024-09955-4
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DOI: https://doi.org/10.1007/s11071-024-09955-4