Study on the influence of lateral and local rail deformation on the train–track interaction dynamics

References

• Zeng Z, Zhao Y, Xu W, et al. Random vibration analysis of train – bridge under track irregularities and traveling seismic waves using train – slab track – bridge interaction model. J Sound Vib. 2015;342:22–43. doi: https://doi.org/10.1016/j.jsv.2015.01.004
   Web of Science ®Google Scholar
• Nielsen JCO, Lunden R, Johansson A, et al. Train-track interaction and mechanisms of irregular wear on wheel and rail surfaces. Veh Syst Dyn. 2003;40:3–54. doi: https://doi.org/10.1076/vesd.40.1.3.15874
   Web of Science ®Google Scholar
• Xiao X, Jin X, Wen Z, et al. Effect of tangent track buckle on vehicle derailment. Multibody Syst Dyn. 2011;25:1–41. doi: https://doi.org/10.1007/s11044-010-9210-2
   Web of Science ®Google Scholar
• Ling L, Xiao X, Jin X. Development of a simulation model for dynamic derailment analysis of high-speed trains. Acta Mech Sinica. 2014;30:860–875. doi: https://doi.org/10.1007/s10409-014-0111-0
   Web of Science ®Google Scholar
• 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 Process. 2018;104:264–278. doi: https://doi.org/10.1016/j.ymssp.2017.10.038
   Web of Science ®Google Scholar
• Pucillo GP. Thermal buckling and post-buckling behaviour of continuous welded rail track. Veh Syst Dyn. 2016;54:1785–1807. doi: https://doi.org/10.1080/00423114.2016.1237665
   Web of Science ®Google Scholar
• Yang G, Bradford MA. On train speed reduction in circumstances of thermally-induced railway track buckling. Eng Fail Anal. 2018;92:107–120. doi: https://doi.org/10.1016/j.engfailanal.2018.02.009
   Web of Science ®Google Scholar
• Takahashi R, Hayano K, Nakamura T, et al. Integrated risk of rail buckling in ballasted tracks at transition zones and its countermeasures. Soils Found. 2019;59:517–531. doi: https://doi.org/10.1016/j.sandf.2018.12.013
   Web of Science ®Google Scholar
• Zhu J, Attard MM. In-plane nonlinear localised lateral buckling under thermal loading of rail tracks modelled as a sandwich column. Int J Mech Sci. 2015;104:147–161. doi: https://doi.org/10.1016/j.ijmecsci.2015.10.009
   Web of Science ®Google Scholar
• Grissom GT, Kerr AD. Analysis of lateral track buckling using new frame-type equations. Int J Mech Sci. 2006;48:21–32. doi: https://doi.org/10.1016/j.ijmecsci.2005.09.006
   Web of Science ®Google Scholar
• Yang G, Bradford MA. Thermal-induced buckling and postbuckling analysis of continuous railway tracks. Int J Solids Struct. 2016;97–98:637–649. doi: https://doi.org/10.1016/j.ijsolstr.2016.04.037
   Web of Science ®Google Scholar
• Zhang W, Shen Z, Zeng J. Study on dynamics of coupled systems in high-speed trains. Veh Syst Dyn. 2013;51:966–1016. doi: https://doi.org/10.1080/00423114.2013.798421
   Web of Science ®Google Scholar
• Martínez-Casas J, Di Gialleonardo E, Bruni S, et al. A comprehensive model of the railway wheelset-track interaction in curves. J Sound Vib. 2014;333:4152–4169. doi: https://doi.org/10.1016/j.jsv.2014.03.032
   Web of Science ®Google Scholar
• Lei X, Wang J. Dynamic analysis of the train and slab track coupling system with finite elements in a moving frame of reference. JVC J Vib Control. 2014;20:1301–1317. doi: https://doi.org/10.1177/1077546313480540
   Web of Science ®Google Scholar
• Li W, Xiao G, Wen Z, et al. Plastic deformation of curved rail at rail weld caused by train – track dynamic interaction. Wear. 2011;271:311–318. doi: https://doi.org/10.1016/j.wear.2010.10.002
   Web of Science ®Google Scholar
• Yang C, Xu Y, Zhu W, et al. A three-dimensional modal theory-based Timoshenko finite length beam model for train-track dynamic analysis. J Sound Vib. 2020;479:1–22. doi: https://doi.org/10.1016/j.jsv.2020.115363
   Web of Science ®Google Scholar
• Xu Y, Zhu W, Fan W, et al. A new three-dimensional moving Timoshenko beam element for moving load problem analysis. J Vib Acoust. 2019;142:1–39. doi: https://doi.org/10.1115/1.4045788
   Web of Science ®Google Scholar
• Dai J, Ang KK. Steady-state response of a curved beam on a viscously damped foundation subjected to a sequence of moving loads. Proc Inst Mech Eng Part F J Rail Rapid Transit. 2015;229:375–394. doi: https://doi.org/10.1177/0954409714563366
   Web of Science ®Google Scholar
• Zeng Z, Liu F, Lou P, et al. Formulation of three-dimensional equations of motion for train – slab track – bridge interaction system and its application to random vibration analysis. Appl Math Model. 2016;40:5891–5929. doi: https://doi.org/10.1016/j.apm.2016.01.020
   Web of Science ®Google Scholar
• Du L, Liu W, Liu W, et al. Study on dynamic characteristics of a curved track subjected to harmonic moving loads. Proc Eng. 2017;199:2639–2644. doi: https://doi.org/10.1016/j.proeng.2017.09.511
   Google Scholar
• Shen ZY, Hedrick JK, Elkins JA. Comparison of alternative creep force models for rail vehicle dynamic analysis. Proceedings of the 26th Symposium of the International Association of Dynamics of Vehicles on Roads and Tracks; 1984. p. 591–605.
   Google Scholar
• Zhang J, Xu B, Guan X. A combined simulation procedure for wear assessment of the HXN5 locomotive. Wear. 2014;314:305–313. doi: https://doi.org/10.1016/j.wear.2013.11.042
   Web of Science ®Google Scholar
• Kurzeck B. Combined friction induced oscillations of wheelset and track during the curving of metros and their influence on corrugation. Wear. 2011;271:299–310. doi: https://doi.org/10.1016/j.wear.2010.10.049
   Web of Science ®Google Scholar