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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 148

Assessment of Friction Modifiers Performance using Two Different Laboratory Test-Rigs

L. Buckley-Johnstone1, M. Harmon2, R. Lewis2, C. Hardwick3 and R. Stock4

1Department of Mechanical Engineering, University of Sheffield, United Kingdom
2Centre for Doctoral Training in Integrated Tribology, University of Sheffield, United Kingdom
3L.B. Foster Rail Technologies Ltd, Sheffield, United Kingdom
4L.B. Foster Rail Technologies Ltd, Burnaby, Canada

Full Bibliographic Reference for this paper
L. Buckley-Johnstone, M. Harmon, R. Lewis, C. Hardwick, R. Stock, "Assessment of Friction Modifiers Performance using Two Different Laboratory Test-Rigs", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 148, 2016. doi:10.4203/ccp.110.148
Keywords: wheel rail contact, friction modifier, scaling, twin disc testing, wear rate.

Summary
This paper describes two methods for assessing friction modifier performance carried out on two different testing scales. Study A used wear data from a full scale rig test at Voestalpine Schienen GmbH and compared it with wear data from twin disc tests using the SUROS machine at The University of Sheffield. Study B compared 'retentivity' data from a full scale rig at The University of Sheffield and the SUROS tests. Study A concluded a good correlation between the two scales although assumptions made in the full scale contact calculation introduce a large spread into the results. There was a greater correlation between the two data sets at more severe contact conditions. Study B showed a different baseline coefficient of traction between the two scales and a longer test length is required to fully evaluate the 'retention' of the friction modifier on the full scale rig.

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