Running safety evaluation of high-speed train subject to the impact of floating ice collision on bridge piers

In Northeast China and the areas along Sichuan-Tibet railway, collision between floating ice and piers of railway bridges seriously threatens the train operation safety. The safety of high-speed tr...

[1]  R. Gagnon.  An explanation for the Molikpaq May 12, 1986 event , 2012 .

[2]  T. Xin,et al.  Effect of Long-Wavelength Track Irregularities on Vehicle Dynamic Responses , 2019, Shock and Vibration.

[3]  Wensu Chen,et al.  Dynamic analysis of coupled train–track–bridge system subjected to debris flow impact , 2018, Advances in Structural Engineering.

[4]  J. J. Kalker,et al.  A Fast Algorithm for the Simplified Theory of Rolling Contact , 1982 .

[5]  Yan Han,et al.  Study on Numerical Model of the Collision Effect between River Ice and Flexible High Pier , 2015 .

[6]  Ying Ping Wu,et al.  Analysis on the Collision Couple between Drift Ice and Long-Span Prestressed Concrete T-Rigid Frame Bridge Pier , 2015 .

[7]  Jabbar Ali Zakeri,et al.  Sensitivity analysis of bridge-track-train system to parameters of railway , 2014 .

[8]  Wensu Chen,et al.  Numerical study of rockfall impact on bridge piers and its effect on the safe operation of high-speed trains , 2020 .

[9]  Wanming Zhai,et al.  High-speed train–track–bridge dynamic interactions – Part II: experimental validation and engineering application , 2013 .

[10]  Yeong-Bin Yang,et al.  Vehicle-bridge interaction dynamics: with applications to high-speed railways , 2004 .

[11]  Tuomo Kärnä,et al.  Dynamic ice forces of slender vertical structures due to ice crushing , 2009 .

[12]  P. O. Moslet.  Field testing of uniaxial compression strength of columnar sea ice , 2007 .

[13]  Wanming Zhai,et al.  Vehicle–Track Coupled Dynamics , 2020 .

[14]  Xiaozhen Li,et al.  High-speed train–track–bridge dynamic interactions – Part I: theoretical model and numerical simulation , 2013 .

[15]  Shizhong Qiang,et al.  Effect of vertical ground motion on earthquake-induced derailment of railway vehicles over simply-supported bridges , 2016 .

[16]  Junjie Wang,et al.  Development of the impact force time-history for determining the responses of bridges subjected to ship collisions , 2019 .

[17]  Liang Ling,et al.  Train–track–bridge dynamic interaction: a state-of-the-art review , 2019, Vehicle System Dynamics.

[18]  G. De Roeck,et al.  Dynamic response of a train–bridge system under collision loads and running safety evaluation of high-speed trains , 2014 .

[19]  Zhihui Zhu,et al.  Running safety assessment of a train traversing a three-tower cable-stayed bridge under spatially varying ground motion , 2020, Railway Engineering Science.

[20]  Andrei V. Metrikine,et al.  Interpretation and prediction of ice induced vibrations based on contact area variation , 2015 .

[21]  H. Xia,et al.  Dynamic responses of railway suspension bridges under moving trains , 2007 .

[22]  Weiwei Zhang,et al.  Numerical analysis of ship–bridge collision's influences on the running safety of moving rail train , 2014 .

[23]  G. De Roeck,et al.  Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load , 2012 .

[24]  Yan Xiao,et al.  Response spectrum-based method for calculating the reaction force of piers subjected to truck collisions , 2017 .

[25]  Jerzy Piotrowski,et al.  A simplified model of wheel/rail contact mechanics for non-Hertzian problems and its application in rail vehicle dynamic simulations , 2008 .