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Research Article | Open Access

Effects of solid friction modifier on friction and rolling contact fatigue damage of wheel-rail surfaces

Jingdong SONG1,2Lubing SHI1Haohao DING1( )Radovan GALAS3Milan OMASTA3Wenjian WANG1Jun GUO1Qiyue LIU1Martin HARTL3
Tribology Research Institute, State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, China
School of Mechanical Engineering, Xi’an Jiaotong University, Xi’an 710049, China
Faculty of Mechanical Engineering, Brno University of Technology, Brno 616 69, Czech Republic
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Abstract

In railway network, friction is an important factor to consider in terms of the service behaviors of wheel-rail system. The objective of this study was to investigate the effect of a solid friction modifier (FM) in a railway environment. This was achieved by studying the friction, wear, and rolling contact fatigue (RCF) damage on the wheel-rail materials at different slip ratios. The results showed that when a solid FM was applied, the friction coefficient decreased. After the solid FM was separated from the wheel-rail interface, the friction coefficient gradually increased to its original level. With the application of the solid FM, the wear rates of the wheel-rail decreased. In addition, the thickness and hardness of the plastic deformation layers of the wheel-rail materials were reduced. The worn surfaces of the wheel-rail were dominated by pits and RCF cracks. Without the FM, RCF cracks ranged from 84 to 120 µm, and subsurface cracks were generated. However, with the FM, RCF cracks ranged from 17 to 97 µm and no subsurface cracks were generated. These findings indicate possible methods of improving the performance of railway rolling stock by managing friction, and reducing wear and permanent RCF damage affecting both the wheels and rails.

References

[1]
Buckley-Johnstone L E, Trummer G, Voltr P, Six K, Lewis R. Full-scale testing of low adhesion effects with small amounts of water in the wheel/rail interface. Tribol Int 141:105907 (2020).
[2]
Galas R, Omasta M, Shi L, Ding H, Wang W, Krupka I, Hartl M. The low adhesion problem: The effect of environmental conditions on adhesion in rolling-sliding contact. Tribol Int 151:106521 (2020).
[3]
Zeng D, Xu T, Wang J, Lu L, Meng W, Jiang B, Zou Q. Investigation of the crack initiation of subsurface rolling contact fatigue in railway wheels. Int J Fatigue 130:105281 (2020).
[4]
Shahani A R, Babaei M. The crack propagation path for a system of surface and subsurface cracks and their interactions due to rolling contact fatigue. Acta Mech 231(5):1751-1764 (2020).
[5]
Meacci M, Shi Z Y, Butini E, Marini L, Meli E, Rindi A. A local degraded adhesion model for creep forces evaluation: An approximate approach to the tangential contact problem. Wear 440-441:203084 (2019).
[6]
Butini E, Marini L, Meacci M, Meli E, Rindi A, Zhao X J, Wang W J. An innovative model for the prediction of wheel- Rail wear and rolling contact fatigue. Wear 436-437:203025 (2019).
[7]
Olofsson U. A multi-layer model of low adhesion between railway wheel and rail. Proc Inst Mech Eng F: J Rail Rapid Transit 221(3):385-389 (2007)
[8]
Seo J W, Jun H K, Kwon S J, Lee D H. Effect of friction modifier on rolling contact fatigue and wear of wheel and rail materials. Tribol Trans 61(1):19-30 (2018)
[9]
Stock R, Stanlake L, Hardwick C, Yu M, Eadie D, Lewis R. Material concepts for top of rail friction management- classification, characterisation and application. Wear 366-367:225-232 (2016)
[10]
Eadie D T, Santoro M, Powell W. Local control of noise and vibration with KELTRACK™ friction modifier and Protector® trackside application: An integrated solution. J Sound Vib 267(3):761-772 (2003)
[11]
Eadie D T, Kalousek J, Chiddick K C. The role of high positive friction (HPF) modifier in the control of short pitch corrugations and related phenomena. Wear 253(1-2):185-192 (2002)
[12]
Suda Y, Iwasa T, Komine H, Tomeoka M, Nakazawa H, Matsumoto K, Nakai T, Tanimoto M, Kishimoto Y. Development of onboard friction control. Wear 258(7-8):1109-1114 (2005)
[13]
Eadie D T, Elvidge D, Oldknow K, Stock R, Pointner P, Kalousek J, Klauser P. The effects of top of rail friction modifier on wear and rolling contact fatigue: Full-scale rail- wheel test rig evaluation, analysis and modelling. Wear 265(9-10):1222-1230 (2008)
[14]
Lewis R, Gallardo E A, Cotter J, Eadie D T. The effect of friction modifiers on wheel/rail isolation. Wear 271(1-2):71-77 (2011)
[15]
Hardwick C, Lewis S, Lewis R. The effect of friction modifiers on wheel/rail isolation at low axle loads. Proc Inst Mech Eng F: J Rail Rapid Transit 228(7):768-783 (2014)
[16]
Lewis R, Dwyer-Joyce R S, Lewis J. Disc machine study of contact isolation during railway track sanding. Proc Inst Mech Eng F: J Rail Rapid Transit 217(1):11-24 (2003)
[17]
Abbasi S, Olofsson U, Zhu Y, Sellgren U. Pin-on-disc study of the effects of railway friction modifiers on airborne wear particles from wheel-rail contacts. Tribol Int 60:136-139 (2013)
[18]
Wang W J, Liu T F, Wang H Y, Liu Q Y, Zhu M H, Jin X S. Influence of friction modifiers on improving adhesion and surface damage of wheel/rail under low adhesion conditions. Tribol Int 75:16-23 (2014)
[19]
Arias-Cuevas O, Li Z, Lewis R, Gallardo-Hernández E A. Rolling-sliding laboratory tests of friction modifiers in dry and wet wheel-rail contacts. Wear 268(3-4):543-551 (2010)
[20]
Hu Y, Guo L C, Maiorino M, Liu J P, Ding H H, Lewis R, Meli E, Rindi A, Liu Q Y, Wang W J. Comparison of wear and rolling contact fatigue behaviours of bainitic and pearlitic rails under various rolling-sliding conditions. Wear 460-461(4):203455 (2020)
[21]
Hu Y, Zhou L, Ding H H, Tan G X, Lewis R, Liu Q Y, Guo J, Wang W J. Investigation on wear and rolling contact fatigue of wheel-rail materials under various wheel/rail hardness ratio and creepage conditions. Tribol Int 143:106091 (2020)
[22]
Khalladi A, Elleuch K. Effect of surface topography with different groove angles on tribological behavior of the wheel/rail contact using alternative machine. Friction 4(3):238-248 (2016)
[23]
Deters L, Proksch M. Friction and wear testing of rail and wheel material. Wear 258(7-8):981-991 (2005)
[24]
Wang W J, Guo J, Liu Q Y, Zhu M H, Zhou Z R. Study on relationship between oblique fatigue crack and rail wear in curve track and prevention. Wear 267(1-4):540-544 (2009)
[25]
Donzella G, Faccoli M, Ghidini A, Mazzù A, Roberti R. The competitive role of wear and RCF in a rail steel. Eng Fract Mech 72(2):287-308 (2005)
[26]
Guo L C, Zhu W T, He C G, Ma L, Wang W, Liu Q. Analysis on wear and damage characteristics of U75V rail under different slip ratio conditions. J Mech Eng 54(4):167-175 (2018)
[27]
Sandström J. Subsurface rolling contact fatigue damage of railway wheels-a probabilistic analysis. Int J Fatigue 37:146-152 (2012)
[28]
Sajjadi S H, Salimi-Majd D, Ostad Ahmad Ghorabi M J. Development of a brittle fracture criterion for prediction of crack propagation path under general mixed mode loading. Eng Fract Mech 155:36-48 (2016)
[29]
Spiryagin M, Sajjad M, Nielsen D, Sun Y Q, Raman D, Chattopadhyay G. Research methodology for evaluation of top-of-rail friction management in Australian heavy haul networks. Proc Inst Mech Eng F: J Rail Rapid Transit 228(6):631-641 (2014)
[30]
Lu X, Makowsky T W, Eadie D T, Oldknow K, Xue J L, Jia J Z, Li G B, Meng X H, Xu Y D, Zhou Y. Friction management on a Chinese heavy haul coal line. Proc Inst Mech Eng F: J Rail Rapid Transit 226(6):630-640 (2012)
[31]
Hardwick C, Lewis R. The effects of alternative top of rail friction materials on pre-existing rolling contact fatigue cracks. In Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance, Civil-Comp Press, Stirlingshire, UK, Paper 181, 2014.
[32]
Wang W J, Hu J, Guo J, Liu Q Y, Zhu M H. Effect of laser cladding on wear and damage behaviors of heavy-haul wheel/rail materials. Wear 311(1-2):130-136 (2014)
[33]
Kapoor A. Wear by plastic ratchetting. Wear 212(1):119-130 (1997)
[34]
Suh N P. The delamination theory of wear. Wear 25(1):111-124 (1973)
[35]
Hu Y, Zhou L, Ding H H, Lewis R, Liu Q Y, Guo J, Wang W J. Microstructure evolution of railway pearlitic wheel steels under rolling-sliding contact loading. Tribol Int 154:106685 (2021)
[36]
Wang Y, Ding H, Zou Q, Xiao F, Zhang X, Wang W, Guo J, Liu Q. Research progress on rolling contact fatigue of railway wheel treads. Surf Tech 49(5):120-128 (2020).
[37]
Wang W J, Lewis R, Evans M D, Liu Q Y. Influence of different application of lubricants on wear and pre-existing rolling contact fatigue cracks of rail materials. Tribol Lett 65(2):1-15 (2017)
Friction
Pages 597-607
Cite this article:
SONG J, SHI L, DING H, et al. Effects of solid friction modifier on friction and rolling contact fatigue damage of wheel-rail surfaces. Friction, 2022, 10(4): 597-607. https://doi.org/10.1007/s40544-021-0521-5

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Received: 18 July 2020
Revised: 14 December 2020
Accepted: 19 April 2021
Published: 05 April 2022
© The author(s) 2021

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