Scaling Strategy of a New Experimental Rig for Wheel-Rail Contact
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
Scaling Strategy of a New Experimental Rig for Wheel-Rail Contact

Authors: Meysam Naeimi, Zili Li, Rolf Dollevoet

Abstract:

A new small–scale test rig developed for rolling contact fatigue (RCF) investigations in wheel–rail material. This paper presents the scaling strategy of the rig based on dimensional analysis and mechanical modelling. The new experimental rig is indeed a spinning frame structure with multiple wheel components over a fixed rail-track ring, capable of simulating continuous wheelrail contact in a laboratory scale. This paper describes the dimensional design of the rig, to derive its overall scaling strategy and to determine the key elements’ specifications. Finite element (FE) modelling is used to simulate the mechanical behavior of the rig with two sample scale factors of 1/5 and 1/7. The results of FE models are compared with the actual railway system to observe the effectiveness of the chosen scales. The mechanical properties of the components and variables of the system are finally determined through the design process.

Keywords: New test rig, rolling contact fatigue, rail, small scale.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1097199

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2340

References:


[1] C. Esveld, “Modern railway track”, Second ed., MTR-Productions, Zaltbommel, The Netherlands 2001.
[2] U. Zerbst, R. Lundén, K.O. Edel, R.A. Smith, “Introduction to the damage tolerance behaviour of railway rails – a review”, Engineering Fracture Mechanics, vol. 76 (2009) pp. 2563-2601.
[3] J.J. Kalker, “Wheel Rail Rolling Contact Theory”, Wear, vol. 144 (1991) pp. 243-261.
[4] S. Bogdanski, M. Olzak, J. Stupnicki, “Numerical stress analysis of rail rolling contact fatigue cracks”, Wear, vol. 191 (1996) pp. 14-24.
[5] S. Bogdanski, M. Olzak, J. Stupnicki, “Influence of liquid interaction on propagation of rail rolling contact fatigue cracks”, in: Proceedings from the Second Mini Conference on Contact Mechanics and Wear of Rail/Wheel Systems, Budapest, Hungary, 1996, pp. 134-143.
[6] S. Grassie, J. Kalousek, “Rolling contact fatigue of rails: characteristics, causes and treatments”, in: Proceedings of 6th International Heavy Haul Conference, The International Heavy Haul Association, Cape Town, South Africa, 1997, pp. 381-404.
[7] J. Seo, S. Kwon, H. Jun, D. Lee, “Numerical stress analysis and rolling contact fatigue of White Etching Layer on rail steel”, International Journal of Fatigue, vol. 33 (2011) pp. 203-211.
[8] Z.F. Wen, L. Wu, W. Li, X.S. Jin, M.H. Zhu, “Three-dimensional elastic-plastic stress analysis of wheel-rail rolling contact”, Wear, vol. 271 (2011) pp. 426-436.
[9] M.R. Aalami, A. Anari, T. Shafighfard, S. Talatahari, “A robust finite element analysis of the rail-wheel rolling contact”, Adv Mech Eng, (2013).
[10] X. Zhao, Z.L. Li, R. Dollevoet, “The vertical and the longitudinal dynamic responses of the vehicle-track system to squat-type short wavelength irregularity”, Vehicle System Dynamics, vol. 51 (2013) pp. 1918-1937.
[11] P. Clayton, “Tribological aspects of wheel-rail contact: a review of recent experimental research”, Wear, vol. 191 (1996) pp. 170-183.
[12] P. Clayton, D. Danks, “Effect of interlamellar spacing on the wear resistance of eutectoid steels under rolling-sliding conditions”, Wear, vol. 135 (1990) pp. 369-389.
[13] P. Clayton, D.N. Hill, “Rolling contact fatigue of a rail steel”, Wear, vol. 117 (1987) pp. 319-334.
[14] P. Clayton, X. Su, “Surface initiated fatigue of pearlitic and bainitic steels under water lubricated rolling/sliding contact”, Wear, vol. 200 (1996) pp. 63-73.
[15] V. Dikshit, P. Clayton, D. Christensen, “Investigation of rolling contact fatigue in a head-hardened rail”, Wear, vol. 144 (1991) pp. 89-102.
[16] P. Allen, “Chapter 15, Scale Testing, in Handbook of railway vehicle dynamics”, in: S. Iwnicki (Ed.), CRC Press, Boca Raton FL (USA), 2006.
[17] C. Heliot, “Small-scale test method for railway dynamics”, Vehicle System Dynamics, vol. 15 (1986) pp. 197-207.
[18] A. Jaschinski, H. Chollet, S. Iwnicki, A. Wickens, J. Würzen, “The application of roller rigs to railway vehicle dynamics”, Vehicle System Dynamics, vol. 31 (1999) pp. 345-392.
[19] B.G. Eom, B.B. Kang, H.S. Lee, “Design of small-scaled derailment simulator for investigating bogie dynamics”, International Journal of Railway, vol. 4 (2011) pp. 50-55.
[20] M. Gretzschel, A. Jaschinski, “Design of an active wheelset on a scaled roller rig”, Vehicle System Dynamics, 41 (2004) pp. 365-381.
[21] A. Jaschinski, F. Grupp, H. Netter, “Parameter identification and experimental investigations of unconventional railway wheelset designs on a scaled roller rig”, Vehicle System Dynamics, vol. 25 (1996) pp. 293- 316.
[22] T. Armstrong, D. Thompson, “Use of a reduced scale model for the study of wheel/rail interaction”, in Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, vol. 220 (2006) pp. 235-246.
[23] J. Koch, N. Vincent, H. Chollet, O. Chiello, “Curve squeal of urban rolling stock—Part 2: Parametric study on a 1/4 scale test rig”, J Sound Vib, vol. 293 (2006) pp. 701-709.
[24] D.J. Thompson, A.D. Monk-Steel, C.J.C. Jones, P.D. Allen, S.S. Hsu, S.D. Iwnicki, “Railway noise: curve squeal, roughness growth, friction and wear”, Real Research UK, Report: RRUK A, 3 (2003).
[25] X. Zhao, Z. Li, “The solution of frictional wheel–rail rolling contact with a 3D transient finite element model: Validation and error analysis”, Wear, vol. 271 (2011) pp. 444-452.