Influence of track flexibility and spatial coherence of track irregularity on vehicle-slab track interaction: frequency-domain analysis

References

• Zhai W, Wang K, Cai C. Fundamentals of vehicle–track coupled dynamics. Veh Syst Dyn. 2009;47(11):1349–1376.
   Web of Science ®Google Scholar
• Xu L, Zhai W. Train-track coupled dynamics analysis: system spatial variation on geometry, physics and mechanics. Railway Eng Sci. 2020;28(1):36–53.
   Google Scholar
• Zhai W, Xia H, Cai C, et al. High-speed train-track-bridge dynamic interactions-Part I: theoretical model and numerical simulation. Int J Rail Trans. 2013;1(1–2):3–24.
   Google Scholar
• Grassie S, Gregory R, Harrison D, et al. The dynamic response of railway track to high frequency vertical excitation. J Mech Eng Sci. 1982;24(2):77–90.
   Web of Science ®Google Scholar
• Knothe K, Wu Y. Receptance behaviour of railway track and subgrade. Arch Applmech. 1998;68(7–8):457–470.
   Google Scholar
• Oregui M, Li Z, Dollevoet R. An investigation into the vertical dynamics of tracks with monoblock sleepers with a 3D finite-element model. Proc Inst Mech Eng F J Rail Rapid Transit. 2016;230(3):891–908.
   Web of Science ®Google Scholar
• Cui F, Chew CH. The effectiveness of floating slab track system—Part I. Receptance methods. Appl Acoust. 2000;61(4):441–453.
   Web of Science ®Google Scholar
• Hussein MF, Hunt HE. Modelling of floating-slab tracks with continuous slabs under oscillating moving loads. J Sound Vib. 2006;297(1–2):37–54.
   Web of Science ®Google Scholar
• Sheng X, Zhong T, Li Y. Vibration and sound radiation of slab high-speed railway tracks subject to a moving harmonic load. J Sound Vib. 2017;395:160–186.
   Web of Science ®Google Scholar
• Alabbasi S, Hussein M, Abdeljaber O, et al. A numerical and experimental investigation of a special type of floating-slab tracks. Eng Struct. 2020;215:110734.
   Web of Science ®Google Scholar
• Xiao X, Jin X, Wen Z, et al. Effect of tangent track buckle on vehicle derailment. Multibody Sys Dyn. 2011;25(1):1–41.
   Web of Science ®Google Scholar
• Sadri M, Steenbergen M. Effects of railway track design on the expected degradation: parametric study on energy dissipation. J Sound Vib. 2018;419:281–301.
   Web of Science ®Google Scholar
• Sadri M, Lu T, Zoeteman A, et al. Railway track design & degradation. MATEC Web of Conferences. 2018;211:11006.
   Google Scholar
• Di Gialleonardo E, Braghin F, Bruni S. The influence of track modelling options on the simulation of rail vehicle dynamics. J Sound Vib. 2012;331(19):4246–4258.
   Web of Science ®Google Scholar
• Kouroussis G, Connolly DP, Vogiatzis K, et al. Modelling the environmental effects of railway vibrations from different types of rolling stock: a numerical study. Shock Vib. 2015;2015:142807.
   Web of Science ®Google Scholar
• Diana G, Cheli F, Collina A, et al. The development of a numerical model for railway vehicles comfort assessment through comparison with experimental measurements. Veh Syst Dyn. 2002;38(3):165–183.
   Web of Science ®Google Scholar
• Cheli FE, Corradi RO. On rail vehicle vibrations induced by track unevenness: analysis of the excitation mechanism. J Sound Vib. 2011;330(15):3744–3765.
   Web of Science ®Google Scholar
• Lei S, Ge Y, Li Q. Effect and its mechanism of spatial coherence of track irregularity on dynamic responses of railway vehicles. Mech Syst Signal Process. 2020;145:106957.
   Web of Science ®Google Scholar
• Wu TX, Thompson DJ. The vibration behavior of railway track at high frequencies under multiple preloads and wheel interactions. J Acoust Soc Am. 2000;108(3):1046–1053.
   PubMed Web of Science ®Google Scholar
• Wu TX, Thompson DJ. Vibration analysis of railway track with multiple wheels on the rail. J Sound Vib. 2001;239(1):69–97.
   Web of Science ®Google Scholar
• Zeng QY, Lou P, Xiang J. The principle of total potential energy with stationary value in elastic system dynamics and its application to the analysis of vibration and dynamic stability. J Huazhong Univ Sci Technol. 2002;19(1):7–14.
   Google Scholar
• Zeng Q, Yang P. The “set-in-right-position” rule for forming structural matrices and the finite truss-element method for space analysis of truss bridges. J China Railway Soc. 1986;8(2):48–59.
   Google Scholar
• Xu L, Lu T. Influence of the finite element type of the sleeper on vehicle-track interaction: a numerical study. Veh Syst Dyn. 2020;1–24.
   Web of Science ®Google Scholar
• Chen JB, Peng YB, Li J. A note on the pseudo-excitation method. Chin J Comput Mech. 2011;28(2):163–167.
   Google Scholar
• Johnson K. Contact mechanics. UK: Cambridge University Press; 1985. p. 243–283.
   Google Scholar
• Bian X, Jiang H, Chang C, et al. Track and ground vibrations generated by high-speed train running on ballastless railway with excitation of vertical track irregularities. Soil Dyn Earthq Eng. 2015 Sep 1;76:29–43. .
   Web of Science ®Google Scholar
• Hung CF, Hsu WL. Influence of long-wavelength track irregularities on the motion of a high-speed train. Veh Syst Dyn. 2018;56(1):95–112.
   Web of Science ®Google Scholar