Effect of curved track support failure on vehicle derailment

In order to investigate the effect of curved track support failure on railway vehicle derailment, a coupled vehicle–track dynamic model is put forward. In the model, the vehicle and the structure under rails are, respectively, modelled as a multi-body system, and the rail is modelled with a Timoshenko beam rested on the discrete sleepers. The lateral, vertical, and torsional deformations of the beam are taken into account. The model also considers the effect of the discrete support by sleepers on the coupling dynamics of the vehicle and track. The sleepers are assumed to move backward at a constant speed to simulate the vehicle running along the track at the same speed. In the calculation of the coupled vehicle and track dynamics, the normal forces of the wheels/rails are calculated using the Hertzian contact theory and their creep forces are determined with the nonlinear creep theory by Shen et al [Z.Y. Shen, J.K. Hedrick, and J.A. Elkins, A comparison of alternative creep-force models for rail vehicle dynamic analysis, Proceedings of the 8th IAVSD Symposium, Cambridge, MA, 1984, pp. 591–605]. The motion equations of the vehicle/track are solved by means of an explicit integration method. The failure of the components of the curved track is simulated by changing the track stiffness and damping along the track. The cases where zero to six supports of the curved rails fail are considered. The transient derailment coefficients are calculated. They are, respectively, the ratio of the wheel/rail lateral force to the vertical force and the wheel load reduction. The contact points of the wheels/rails are in detail analysed and used to evaluate the risk of the vehicle derailment. Also, the present work investigates the effect of friction coefficient, axle load and vehicle speed on the derailments under the condition of track failure. The numerical results obtained indicate that the failure of track supports has a great influence on the whole vehicle running safety.

[1]  V K Garg,et al.  Dynamics of railway vehicle systems , 1984 .

[2]  C. Y. Li,et al.  Vertical Vibration Analysis of Vehicle/Imperfect Track Systems , 2003 .

[3]  L. M. Sweet,et al.  Wheelset Mechanics During Wheelclimb Derailment , 1984 .

[4]  D. R. Ahlbeck,et al.  A review of rail corrugation processes under different operating modes , 1990, ASME/IEEE Joint Conference on Railroads.

[5]  Hh Koci,et al.  LOCOMOTIVE WHEEL-RAIL LOADING--A SYSTEMS APPROACH , 1978 .

[6]  J. Kalker,et al.  On the rolling contact of two elastic bodies in the presence of dry friction , 1967 .

[7]  Hans True,et al.  On the dynamics of the three-piece-freight truck , 2003 .

[8]  Wanming Zhai,et al.  TWO SIMPLE FAST INTEGRATION METHODS FOR LARGE‐SCALE DYNAMIC PROBLEMS IN ENGINEERING , 1996 .

[9]  Xuesong Jin,et al.  Three-dimensional train–track model for study of rail corrugation , 2006 .

[10]  Wanming Zhai,et al.  Coupling Model of Vertical and Lateral Vehicle/Track Interactions , 1996 .

[11]  K Yokose,et al.  A THEORY OF THE DERAILMENT OF WHEELSET , 1966 .

[12]  Hiroaki Ishida,et al.  RUNNING SAFETY OF RAILWAY VEHICLE AS EARTHQUAKE OCCURS , 1997 .

[13]  Jeremy Evans,et al.  The Use of Dynamic Simulation in the Investigation of Derailment Incidents , 2002 .

[14]  Xuesong Jin,et al.  Effect of sleeper pitch on rail corrugation at a tangent track in vehicle hunting , 2008 .

[15]  Herbert Weinstock,et al.  Wheel climb derailment criteria for evaluation of rail vehicle safety , 1984 .

[16]  Hans True,et al.  On the dynamics of the three-piece-freight truck , 2003, Proceedings of the 2003 IEEE/ASME Joint Railroad Conference, 2003..

[17]  Zefeng Wen,et al.  Numerical simulation of rail corrugation on a curved track , 2005 .

[18]  D Parena,et al.  DERAILMENT SIMULATION, PARAMETRIC STUDY , 1999 .

[19]  R. Greif,et al.  Vertical dynamic response of railroad track induced by high speed trains , 2000, Proceedings of the 2000 ASME/IEEE Joint Railroad Conference (Cat. No.00CH37110).

[20]  Simon Iwnicki,et al.  Handbook of railway vehicle dynamics , 2006 .

[21]  K. Weiss Vibration Problems in Engineering , 1965, Nature.

[22]  Dan Brabie On the influence of rail vehicle parameters on the derailment process and its consequences , 2005 .

[23]  Hiroaki Ishida,et al.  Derailment Safety Evaluation by Analytic Equations , 2002 .

[24]  Karl Popp,et al.  Vehicle-Track Dynamics in the Mid-Frequency Range , 1999 .

[25]  Xuesong Jin,et al.  Effect of passenger car curving on rail corrugation at a curved track , 2006 .

[26]  Giorgio Diana,et al.  Experimental and numerical investigation on the derailment of a railway wheelset with solid axle , 2006 .

[27]  G. Gudehus,et al.  Numerical Model and Laboratory Tests on Settlement of Ballast Track , 2003 .

[28]  John A. Elkins,et al.  ANGLE OF ATTACK AND DISTANCE-BASED CRITERIA FOR FLANGE CLIMB DERAILMENT , 1999 .

[29]  K. Johnson,et al.  Three-Dimensional Elastic Bodies in Rolling Contact , 1990 .

[30]  J. K. Hedrick,et al.  A Comparison of Alternative Creep Force Models for Rail Vehicle Dynamic Analysis , 1983 .

[31]  D. B. Cherchas,et al.  Prediction of the Probability of Rail Vehicle Derailment During Grade Crossing Collisions , 1982 .

[32]  Klaus Knothe,et al.  Modelling of Railway Track and Vehicle/Track Interaction at High Frequencies , 1993 .

[33]  M Miyamoto MECHANISM OF DERAILMENT PHENOMENA OF RAILWAY VEHICLES , 1996 .

[34]  N Matsui DYNAMICS OF HIGH-SPEED ROLLING STOCK , 1966 .

[35]  K. Johnson,et al.  Contact of Nonspherical Elastic Bodies Transmitting Tangential Forces , 1964 .

[36]  L. M. Sweet,et al.  EVALUATION OF TIME-DURATION DEPENDENT WHEEL LOAD CRITERIA FOR WHEELCLIMB DERAILMENT , 1980 .

[37]  Hiroaki Ishida,et al.  Safety Criteria for Evaluation of Railway Vehicle Derailment. , 1999 .