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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 110
PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 171

Rolling Contact Fatigue Assessment of Railway Wheel Steels with Wet Contact

A. Mazzù1, C. Petrogalli1, M. Lancini1, A. Ghidini2 and M. Faccoli1

1Dipartimento di Ingegneria Meccanica e Industriale, Università degli Studi di Brescia, Italy
2Lucchini RS, Lovere, Italy

Full Bibliographic Reference for this paper
, "Rolling Contact Fatigue Assessment of Railway Wheel Steels with Wet Contact", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 171, 2016. doi:10.4203/ccp.110.171
Keywords: railway wheel steels, rolling contact fatigue, wear, ratcheting, crack propagation.

Summary
The interaction of wear and rolling contact fatigue (RCF) in railway wheel steels subject to wet contact was studied using experiments and numerical simulations. Both surface and subsurface fatigue was considered. The experiments were carried out by a two-disc machine with specimens of three different wheel steels, coupled with the same rail steel. Some couples were tested with fully wet contact with different sliding-rolling ratios, others in dry contact and subsequently in wet contact.

In the dry-wet tests severe surface damage occurred after a few cycles during the wet phase; in fully wet tests both surface and subsurface origin RCF occurred at a higher cycle number than in mixed tests. The role of wear in delaying the occurrence of surface RCF was experimentally proven. The observed phenomena were evaluated by means of a numerical code aimed at simulating different concurrent phenomena in cyclic contact.

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