Abstract
This study covers the parametric variations of vehicle and track characteristics to inform on the requirements for an optimum and yet pragmatic control of longitudinal rail weld profile. A statistical study has been carried out using a large set of measured weld profiles (arbitrary mix of flash butt welds and aluminothermic welds) in order to establish relationships between degradation mechanisms and the longitudinal geometry of the finished weld. The potential benefits which would be expected from improved controls over the welded profile, with respect to not only rail running surface damage but also susceptibility to rail breaks and ballast degradation, are demonstrated. Finally, recommendations for the review of the geometric controls of finished weld geometry in the relevant Euro Norms are made.
Original language | English |
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Pages (from-to) | 352-367 |
Number of pages | 16 |
Journal | Engineering Failure Analysis |
Volume | 80 |
Early online date | 6 Jul 2017 |
DOIs | |
Publication status | Published - 1 Oct 2017 |
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Dive into the research topics of 'Longitudinal Rail Weld Geometry Control and Assessment Criteria'. Together they form a unique fingerprint.Profiles
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Phil Shackleton
- Department of Engineering - Principal Industrial Fellow
- School of Computing and Engineering
- Institute of Railway Research - Member
Person: Academic