Geospatial and temporal data mining to combine railway low adhesion and rail defect data

Author:

Arnall Andrew D.1,Fletcher David I.2ORCID,Lewis Roger3

Affiliation:

1. PhD student, Department of Mechanical Engineering, University of Sheffield, Sheffield, UK

2. Reader in Mechanical Engineering, Department of Mechanical Engineering, University of Sheffield, Sheffield, UK (corresponding author: )

3. Professor of Mechanical Engineering, Department of Mechanical Engineering, University of Sheffield, Sheffield, UK

Abstract

Rolling contact fatigue (RCF) damage to rails and low adhesion at the rail–wheel interface remain significant problems in maintaining railway performance, fully utilising network capacity and reducing running costs. A novel approach has been developed to understand these problems through analysis of data on RCF and low-adhesion incidents from the UK rail network. This augments understanding of specific mechanisms such as the roles of rail plasticity in crack initiation and environmental moisture levels in low adhesion, which have not given sufficient information to prevent these problems to date. A moving-window filtering technique and temporal and geospatial approaches were used to identify correlations between sites of low rail–wheel adhesion subject to transient sliding contact, crack initiation and underbridge locations where vertical and lateral track stiffness typically change rapidly. The analysis showed that a high density of otherwise unexpected RCF defects occurred close to underbridges and that there was a strong correlation between momentary slides during braking and RCF sites. The temporal analysis indicated that, although concentrated in the autumn period, 55–60% of transient low-adhesion incidents occur outside that period, with the highest risk in the very early morning.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Reference24 articles.

1. Armstrong DS and Allery M (1987) Rail Damage due to Wheelspin. British Rail Research, Derby, UK, Report TM-TBC-009. See http://www.sparkrail.org (accessed 27/06/2018).

2. Melting and Regelation of Ice

3. Experience of premium grade rail steels to resist rolling contact fatigue (RCF) on GB network

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1. Editorial;Proceedings of the Institution of Civil Engineers - Transport;2020-08

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