Abstract
With increasing the train speed, axle loads, traffic density and the wider engineering applications of new vehicles and track structures, the interaction between the vehicle and the track has become more complex. Accordingly, the train running safety and stability are more affected by increased dynamic stresses. High Speed Railway Track Dynamics lays a good foundation for investigating the complicated wheel-rail relationship and interaction mechanism, which provides essential references for guiding and optimizing the design of the vehicle and the track structure. In this chapter, the research advances in track dynamics model and method are reviewed, and the contents of the track dynamics analysis are introduced. Then, the limits for riding safety and stability for high speed trains, standards of track maintenance and management for high speed railways, standards of railway environmental noise and vibration, and standards of historic building structure vibration are described and commented.
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References
Knothe KL, Grassie SL (1993) Modeling of railway track and vehicle track interaction at high-frequencies. Veh Syst Dyn 22(3–4):209–262
Grassie SL, Gregory RW, Johnson KL (1982) The dynamic response of railway track to high frequency lateral excitation. J Mech Eng Sci 24(2):91–95
Grassie SL, Gregory RW, Johnson KL (1982) The dynamic response of railway track to high frequency longitudinal excitation. J Mech Eng Sci 24(2):97–102
Mathews PM (1958) Vibrations of a beam on elastic foundation. Zeitschrift fur Angewandte Mathematik und Mechanik 38:105–115
Mathews PM (1959) Vibrations of a beam on elastic foundation. Zeitschrift fur Angewandte Mathematik und Mechanik 39:13–19
Trochanis AM, Chelliah R, Bielak J (1987) Unified approach for beams on elastic foundation for moving load. J Geotechn Eng 112:879–895
Ono K, Yamada M (1989) Analysis of railway track vibration. J Sound Vib 130:269–297
Jezequel L (1981) Response of periodic systems to a moving load. J Appl Mech 48:613–618
Timoshenko S, Young DH, Weaver JRW (1974) Vibration problems in engineering (4th edition) [M]. Wiley, New York
Warburton GB (1976) The dynamic behavior of structures [M]. Pergamon Press, Oxford
Cai CW, Cheung YK, Chan HC (1988) Dynamic response of infinite continuous beams subjected to a moving force-an exact method. J Sound Vib 123(3):461–472
Venancio FF (1978) Finite element analysis of structures under moving loads. Shock and Vibration Digest 10:27–35
Olsson M (1985) Finite element modal co-ordinate analysis of structures subjected to moving loads. J Sound Vib 99(1):1–12
Fryba L, Nakagiri S, Yoshikawa N (1993) Stochastic finite element for a beam on a random foundation with uncertain damping under a moving force. J Sound Vib 163:31–45
Thambiratnam DP, Zhuge Y (1993) Finite element analysis of track structures. J Microcomput Civil Eng 8:467–476
Thambiratnam D, Zhuge Y (1996) Dynamic analysis of beams on an elastic foundation subjected to moving loads. J Sound Vib 198(2):149–169
Nielsen JCO, Igeland A (1995) Vertical dynamic interaction between train and track-influence of wheel and track imperfections. J Sound Vib 187(5):825–839
Zheng DY, Fan SC (2002) Instability of vibration of a moving train and rail coupling system. J Sound Vib 255(2):243–259
Koh CG, Ong JSY, Chua DKH, Feng J (2003) Moving element method for train-track dynamics. Int J Numer Meth Eng 56:1549–1567
Auersch L (2006) Dynamic axle loads on tracks with and without ballast mats: numerical results of three-dimensional vehicle–track–soil models. Proceedings of the institution of mechanical engineers. Part F. J Rapid Transit 220:169–183
Clouteau D, Arnst M, Al-Hussaini TM, Degrande G (2005) Free field vibrations due to dynamic loading on a tunnel embedded in a stratified medium. J Sound Vib 283(1–2):173–199
Andersen L, Jones CJC (2002) Vibration from a railway tunnel predicted by coupled finite element and boundary element analysis in two and three dimensions. Proceedings of the 4th structural dynamics-EURODYN. Munich, Germany, 1131–1136
Andersen L, Jones CJC (2006) Coupled boundary and finite element analysis of vibration from railway tunnels-a comparison of two and three-dimensional models. J Sound Vib 293(3–5):611–625
Thomas D (2010) Dynamics of a high-speed rail vehicle negotiating curves at unsteady crosswind. Proceedings of the institution of mechanical engineers. Part F. J Rail Rapid Transit 224(6):567–579
Ganesh Babu K, Sujatha C (2010) Track modulus analysis of railway track system using finite element model. J Vib Control 16(10):1559–1574
Cai Y, Sun H, Xu C (2010) Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train. Int J Solids Struct 47(17):2246–2259
Wanming Z (1992) The vertical model of vehicle-track system and its coupling dynamics. J China Railway Soc 14(3):10–21
Wanming Z (2007) Vehicle-track coupling dynamics (3rd edition) [M]. Science Press, Beijing
Wanming Z (2002) New advance in vehicle-track coupling dynamics. China Railway Sci 23(4):1–13
Xiaoyan L (1994) Finite element analysis of wheel-rail interaction. J China Railway Soc 16(1):8–17
Xiaoyan L (1997) Dynamic response of high-speed train on ballast. J China Railway Soc 19(1):114–121
Xiaoyan L (1998) Research on parameters of dynamic analysis model for railway track. J China Railway Soc 2:71–76
Xiaoyan L (1998) Numerical analysis method of railway track structure [M]. China Railway Publishing House, Beijing
Zhisheng Xu, Wanming Z, Kaiyun W, Qichang W (2003) Analysis of vehicle-track system vibration: comparison between Timoshenko beam and Euler beam track model. Earthq Eng Eng Vib 23(6):74–79
Zhisheng X, Wanming Z, Kaiyun W (2003) Analysis of vehicle-track coupling vibration based on Timoshenko beam model. J Southwest Jiaotong University 38(1): 22–27
Weiping X, Bin Z (2005) Steady-state dynamic analysis of Winkler beam under moving loads. J Wuhan Univ Technol 27(7):61–63
Yanyun L, Dongyan S, Xiaochun T (2008) Finite element analysis of dynamic characteristic on continuous welded rail track under longitudinal temperature force. Chinese Quart Mech 29(2):284–290
Qingchao W, Yashi D, Yawei F (2008) Study on vibration characteristics of metro track structure of linear induction motor. Railway Architect 3:84–88
Liang G, Kai T, Chun Q, Tao X (2009) Study on the spatial mechanical characteristics of welded turnout on the ridges for passenger dedicated lines.China Railway Sci 30(1): 29–34
Qingsong F, Xiaoyan L, Songliang L (2010) Vibration analysis of high-speed railway subgrade-ground system. J Railway Sci Eng 7(1):1–6
Xuecheng B, Yunmin C (2005) Dynamic analyses of track and ground coupled system with high-speed train loads. Chinese J Theoret Appl Mech 37(4):477–484
Xuecheng B (2005). Dynamic analysis of ground and tunnel responses due to high-speed train moving loads [D]. Doctor’s Dissertation of Zhejiang University, Hangzhou
Xuecheng B, Yunmin C (2007) Characteristics of layered ground responses under train moving loads. Chin J Rock Mechan Eng 26(1):182–189
Xie Weiping Hu, Jianwu and Xu Jin. (2002) Dynamic responses of track-ground system under high-speed moving loads. Chin J Rock Mechan Eng 21(7):1075–1078
Weiping X, Guobo W, Yanli Yu (2004) Calculation of soil deformation induced by moving load. Chinese J Geotechn Eng 26(3):318–322
Zhihong N, Baochen L, Liang Li, Bo R (2006) Study on the dynamic response of the track/subgrade under moving load. China Railway Sci 27(2):15–19
Xiaoyan L (2006) Study on critical velocity and vibration boom of track. J Geotechn Eng 28(3):419–422
Xiaoyan L (2007) Dynamic analyses of track structure with Fourier Transform Technique. J China Railway Soc 29(3):67–71
Xiaoyan L (2006) Study on ground waves and track vibration boom induced by high speed trains. J China Railway Soc 28(3):78–82
Xiaoyan L (2007) Analyses of track vibration and track critical velocity for high-speed railway with Fourier Transform Technique. China Railway Scie 28(6):30–34
Zhenxing He, Wanming Z (2007) Ground vibration generated by high-speed trains along slab tracks. China Railway Sci 28(2):7–11
Zhiyi Li, Guangyun G, Shijin F, Gang S (2007) Analysis of ground vibration induced by high-speed train. J Tongji Univ (Science) 35(7):909–914
Wua Y-S, Yang Y-B (2004) A semi-analytical approach for analyzing ground vibrations caused by trains moving over elevated bridges. Soil Dyn Earthq Eng 24:949–962
Xia H, Cao YM, De RG (2010) Theoretical modeling and characteristic analysis of moving-train induced ground vibrations. J Sound Vib 329:819–832
Xueyi L, Ping W, Fuguang W (1998) A space-coupling vibration model of wheel/rail system and its application. J China Railway Soc 20(3):102–108
Dejian Li, Qingyuan Z (1997) Dynamic analysis of train-tangent track space coupling time varying system. J China Railway Soc 19(1):101–107
Bo L, Ying C, Dong-sheng Z (2000) Dynamic analysis on vehicle-subgrade model of vertical coupled system. J China Railway Soc 22(5):65–71
Qian Su, Ying C (2001) A spatial time-varying coupling model for dynamic analysis of high speed railway subgrade. J Southwest Jiaotong Univ 36(5):509–513
Qichang W, Chengbiao C, Qiang L, Ying C (1998) Allowable values of track deflection angles on high speed railway bridge-subgrade transition sections. J China Railway Soc 20(3):109–113
Qang L, Ying C, Wanming Z (1999) Dynamic performance analyses of high-speed railway bridge-subgrade transition. Eng Mech 16(5):65–70
Qang L, Ying C (2000) Study on deformation limit and reasonable length of high-speed railway bridge-subgrade transition section. Railway Standard Design 6–7:2–4
Ping W (1997) Dynamic research on turnout wheel-track system [D]. Doctor’s Dissertation of Southwest China Jiaotong University, Chengdu
Zunsong R (2000) Dynamic research on vehicle-turnout system [D]. Doctor’s Dissertation of Southwest China Jiaotong University, Chengdu
Guo C (2000) Analysis of random vibration of vehicle-track coupling system [D]. Doctor’s Dissertation of Southwest China Jiaotong University, Chengdu
Xiaoyan L (2002) New methods of track dynamics and engineering[M]. China Railway Publishing House, Beijing
Xiaoyao L, Lijun M (2001) Analyses of dynamic response of vehicle and track coupling system with random irregularity of rail vertical profile. China Railway Sci 22(6):38–43
Lu F, Kennedy D, Williams FW, Lin JH (2008) Symplectic analysis of vertical random vibration for coupled vehicle–track systems. J Sound Vib 317:236–249
National Standard of the People’s Republic of China (1985) Railway vehicle Specification for evaluation the dynamic performance and accreditation Test (GB 5599–85)[S]. China Railway Publishing House, Beijing
Professional Standard of the People’s Republic of China.Temporary regulation for Newly Built 300–350 km/h Passenger Dedicated Line.Railway Construction [2007] No. 47[S]. Beijing:China Railway Publishing House, 2007
National Standard of the People’s Republic of China (1990) Emission standards and measurement methods of railway noise on the boundary alongside railway line (GB 12525–90)[S]. China Environmental Science Press, Beijing
National Standard of the People’s Republic of China (2008) Standard of environmental noise of urban area (GB3096-2008)[S]. China Environmental Science Press, Beijing
National Standard of the People’s Republic of China (1989) Standard of environmental vibration in urban area (GB 10070–88)[S]. China Environmental Science Press, Beijing
Professional Standard of the People’s Republic of China (2009) Standard for limit and measuring method of building vibration and secondary noise caused by urban rail transit (JGJ/T170-2009) [S]. China Architecture & Building Press, Beijing
National Standard of the People’s Republic of China (2009) Technical Specifications for Protection of Historic Buildings against Man-made Vibration (GB 50452–2008) [S]. China Architecture and Building Press, Beijing
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Lei, X. (2022). Track Dynamics Research Contents and Related Standards. In: High Speed Railway Track Dynamics. Advances in High-speed Rail Technology. Springer, Singapore. https://doi.org/10.1007/978-981-16-4593-8_1
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DOI: https://doi.org/10.1007/978-981-16-4593-8_1
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