Effect of lateral misalignment defects of rail joints on dynamic derailment behaviour in railway turnouts

References

• Thompson D. Wheel-rail noise generation, Part III: Rail vibration. J Sound Vib. 1993;161(3):421–446.
   Google Scholar
• Liu X, Saat MR, Barkan CP. Analysis of causes of major train derailment and their effect on accident rates. Transp Res Rec: J Transp Res Board 2012;2289(2289):154–163.
   Google Scholar
• Dindar S, Kaewunruen S, An M, et al. Natural hazard risks on railway turnout systems. Procedia Eng. 2016;161:1254–1259.
   Google Scholar
• Cai W, Wen Z, Jin X, et al. Dynamic stress analysis of rail joint with height difference defect using finite element method. Eng Fail Anal. 2007;14(8):1488–1499.
   Web of Science ®Google Scholar
• Dukkipati RV, Dong R. The dynamic effects of conventional freight Car running over a dipped-joint. Veh Syst Dyn. 1999;31(2):95–111.
   Web of Science ®Google Scholar
• Wen Z, Jin X, Zhang W. Contact-impact stress analysis of rail joint region using the dynamic finite element method. Wear. 2005;258(7-8):1301–1309.
   Web of Science ®Google Scholar
• Wu T, Thompson D. On the impact noise generation due to a wheel passing over rail joints. J Sound Vib. 2003;267(3):485–496.
   Google Scholar
• Grossoni I, Iwnicki S, Bezin Y, et al. Dynamics of a vehicle–track coupling system at a rail joint. Proc Inst Mech Eng, Part F: J Rail Rapid Transit. 2015;229(4):364–374.
   Web of Science ®Google Scholar
• Yang Z, Boogaard A, Chen R, et al. Numerical and experimental study of wheel-rail impact vibration and noise generated at an insulated rail joint. Int J Impact Eng. 2018;113:29–39.
   Web of Science ®Google Scholar
• Yang Z, Boogaard A, Wei Z, et al. Numerical study of wheel-rail impact contact solutions at an insulated rail joint. Int J Mech Sci. 2018;138-139:310–322.
   Web of Science ®Google Scholar
• Kabo E, Nielsen JC, Ekberg A. Prediction of dynamic train–track interaction and subsequent material deterioration in the presence of insulated rail joints. Veh Syst Dyn. 2006;44(sup1):718–729.
   Web of Science ®Google Scholar
• Skrypnyk R, Pålsson BA, Nielsen JC, et al. On the influence of crossing angle on long-term rail damage evolution in railway crossings. Int J Rail Transp. 2021;9(6):503–519.
   Google Scholar
• Ge X, Ling L, Guo L, et al. Dynamic derailment simulation of an empty wagon passing a turnout in the through route. Veh Syst Dyn. 2022;60(4):1148–1169.
   Web of Science ®Google Scholar
• Lai J, Xu J, Wang P, et al. Numerical investigation of dynamic derailment behavior of railway vehicle when passing through a turnout. Eng Fail Anal. 2021;121:105132.
   Web of Science ®Google Scholar
• Xu J, Wang J, Wang P, et al. Study on the derailment behaviour of a railway wheelset with solid axles in a railway turnout. Veh Syst Dyn. 2019;60:96–113.
   Google Scholar
• Suárez B, Rodriguez P, Vázquez M, et al. Safety assessment of underground vehicles passing over highly resilient curved tracks in the presence of a broken rail. Veh Syst Dyn. 2012;50(1):59–78.
   Web of Science ®Google Scholar
• Tajalli MR, Zakeri J-A. Numerical-experimental study of contact-impact forces in the vicinity of a rail breakage. Eng Fail Anal. 2020;115:104681.
   Google Scholar
• Ling L, Dhanasekar M, Thambiratnam DP. Frontal collision of trains onto obliquely stuck road trucks at level crossings: Derailment mechanisms and simulation. Int J Impact Eng. 2017;100:154–165.
   Web of Science ®Google Scholar
• Ling L, Dhanasekar M, Thambiratnam DP, et al. Lateral impact derailment mechanisms, simulation and analysis. Int J Impact Eng. 2016;94:36–49.
   Web of Science ®Google Scholar
• Song I-H, Kim J-W, Koo J-S, et al. Modeling and simulation of collision-causing derailment to design the derailment containment provision using a simplified vehicle model. Appl Sci. 2020;10(1):118.
   Google Scholar
• Wang W, Li G-X. Development of high-speed railway vehicle derailment simulation – Part I: A new wheel/rail contact method using the vehicle/rail coupled model. Eng Fail Anal. 2012;24:77–92.
   Web of Science ®Google Scholar
• Wang W, Li G-X. Development of high-speed railway vehicle derailment simulation – Part II: Exploring the derailment mechanism. Eng Fail Anal. 2012;24:93–111.
   Web of Science ®Google Scholar
• Wu Q, Wang B, Spiryagin M, et al. Curving resistance from wheel-rail interface. Veh Syst Dyn. 2022;60(3):1018–1036.
   Web of Science ®Google Scholar
• Craig Jr RR, Bampton MC. Coupling of substructures for dynamic analyses. AIAA J. 1968;6(7):1313–1319.
   Google Scholar
• Baeza L, Fayos J, Roda A, et al. High frequency railway vehicle-track dynamics through flexible rotating wheelsets. Veh Syst Dyn. 2008;46(7):647–659.
   Web of Science ®Google Scholar
• Chen R, Chen J, Wang P, et al. Impact of wheel profile evolution on wheel-rail dynamic interaction and surface initiated rolling contact fatigue in turnouts. Wear. 2019;438-439:203109.
   Web of Science ®Google Scholar
• Ling L, Dhanasekar M, Thambiratnam DP, et al. Minimising lateral impact derailment potential at level crossings through guard rails. Int J Mech Sci. 2016;113:49–60.
   Web of Science ®Google Scholar
• Zhai W. Vehicle-track coupled dynamics [M]. 4th ed. Beijing: Science Press. Springer; 2015.
   Google Scholar
• Kalker J. A fast algorithm for the simplified theory of rolling contact. Veh Syst Dyn. 1982;11(1):1–13.
   Web of Science ®Google Scholar
• Qian Y, Wang P, Liu Y, et al. Using the geometric wheel-rail contact algorithms for fault detection in turnout areas based on the variable section characteristics of rails. Proc Inst Mech Eng, Part F: J Rail Rapid Transit. 2020;234(5):550–563.
   Google Scholar
• Mandal NK, Dhanasekar M, Sun YQ. Impact forces at dipped rail joints. Proc Inst Mech Eng, Part F: J Rail Rapid Transit. 2016;230(1):271–282.
   Web of Science ®Google Scholar
• Sun YQ, Dhanasekar M. A dynamic model for the vertical interaction of the rail track and wagon system. Int J Solids Struct. 2002;39(5):1337–1359.
   Web of Science ®Google Scholar
• Durali M, Jalili M. A new criterion for assessment of train derailment risk. Proc Inst Mech Eng, Part F: J Rail Rapid Transit. 2010;224(1):83–101.
   Google Scholar
• Ge X, Wang K, Guo L, et al. Investigation on derailment of empty wagons of long freight train during dynamic braking. Shock Vibration. 2018.
   Google Scholar
• Jin X, Xiao X, Ling L, et al. Study on safety boundary for high-speed train running in severe environments. Int J Rail Transp. 2013;1(1–2):87–108.
   Google Scholar
• Xiao X, Ling L, Jin X. A study of the derailment mechanism of a high speed train due to an earthquake. Veh Syst Dyn. 2012;50(3):449–470.
   Web of Science ®Google Scholar
• Ling L, Guan Q, Dhanasekar M, et al. Dynamic simulation of train–truck collision at level crossings. Veh Syst Dyn. 2017;55(1):1–22.
   Web of Science ®Google Scholar
• Xiao X-B, Ling L, Xiong J-Y, et al. Study on the safety of operating high-speed railway vehicles subjected to crosswinds. J Zhejiang Univ Sci A. 2014;15(9):694–710.
   Google Scholar
• Nagase K, Wakabayashi Y, Sakahara H. A study of the phenomenon of wheel climb derailment: Results of basic experiments using model bogies. Proc Inst Mech Eng, Part F: J Rail Rapid Transit. 2002;216(4):237–247.
   Web of Science ®Google Scholar
• Gao Y, Wang P, Wang K, et al. Damage tolerance of fractured rails on continuous welded rail track for high-speed railways. Railway Eng Sci. 2021;29(1):59–73.
   Google Scholar