Effect of discrete track support by sleepers on rail corrugation at a curved track

• Published in: Journal of sound and vibration Vol. 315; no. 1-2; pp. 279 - 300
• Main Authors: Jin, X.S., Wen, Z.F.
• Format: Journal Article
• Language: English
• Published: London Elsevier Ltd 05-08-2008; Elsevier
• Subjects: Applied sciences; Buildings. Public works; Corrugating; Corrugation; Curved; Exact sciences and technology; Fundamental areas of phenomenology (including applications); Mathematical models; Physics; Railroad tracks; Railroad wheels; Rails; Railway tracks (foundations and track subgrades); Sleepers; Solid dynamics (ballistics, collision, multibody system, stabilization...); Solid mechanics; Structural and continuum mechanics; Transportation infrastructure; Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...); Euler equation; Creep; Solid dynamic; Rail vehicle; Rolling contact; Multiple support; Mechanical contact; Sleeper; Modeling; Friction; Rail; Corrugated surface; Vehicle direction; Resonance frequency; Wear; Tracked vehicle; Rail transportation; Non linear effect; Dynamic model; Curvature; Railway track
• ISSN: 0022-460X; 1095-8568
• DOI: 10.1016/j.jsv.2008.01.057

The paper investigates into the effect of discrete track support by sleepers on the initiation and development of rail corrugation at a curved track when a railway vehicle passes through using a numerical method. The numerical method considers a combination of Kalker's rolling contact theory with non-Hertzian form, a linear frictional work model and a dynamics model of a half railway vehicle coupled with the curved track. The half-vehicle has a two-axle bogie and doubled suspension systems. It is treated as a full dynamic rigid multi-body model. In the track model, an Euler beam is used to model the rail, and the discrete track support by sleepers moving backward with respect to the vehicle running direction is considered to simulate the effect of the discrete sleeper support on the wheels/rails in rolling contact when the vehicle moves on the track. The sleeper is treated as a rigid body and the ballast bed is replaced with equivalent mass bodies. The numerical analysis exams in detail the variations of wheel/rail normal loads, the creepages, and the rail wear volume along the curved track. Their variations are much concerned with the discrete track support. The numerical results show that the discrete track support causes the fluctuating of the normal loads and creepages at a few frequencies. These frequencies comprise the passing frequency of the sleepers and the excited track resonant frequencies, which are higher than the sleeper passing frequency. Consequently, rail corrugation with several wavelengths initiates and develops. Also the results show that the contact vibrating between the curved rails and the four wheels of the same bogie has different frequencies. In this way, the different key frequencies to be excited play an important role in the initiation and development of curved rail corrugation. Therefore, the corrugations caused by the four wheels of the same bogie present different wavelengths. The paper shows and discusses the depths of the initial corrugations caused by the four wheels of the same bogie, at the entering transition curve, the circle curve and the exit transition curve of the curved track, respectively.