Review of factors affecting stress-free temperature in the continuous welded rail track
Railways have a significant role to play in sustainable transportation. Rail travel is currently the only mode of rapid, large-scale, long-distance transport for both freight and passengers that offers zero carbon dioxide emissions at the point of use. However, our railway infrastructure needs to be...
Main Authors: | , , , , |
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Format: | Article |
Language: | English |
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Elsevier
2022-11-01
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Series: | Energy Reports |
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Online Access: | http://www.sciencedirect.com/science/article/pii/S2352484722025380 |
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author | Ana Skarova John Harkness Matthew Keillor David Milne William Powrie |
author_facet | Ana Skarova John Harkness Matthew Keillor David Milne William Powrie |
author_sort | Ana Skarova |
collection | DOAJ |
description | Railways have a significant role to play in sustainable transportation. Rail travel is currently the only mode of rapid, large-scale, long-distance transport for both freight and passengers that offers zero carbon dioxide emissions at the point of use. However, our railway infrastructure needs to be more robust and resilient to the combined effects of climate change, traffic growth and increases in vehicle loads and speed. Rail buckling is of increasing concern as environmental temperatures rise and traffic loads, speed and intensity of use increase. A key indicator and control of the propensity for track buckling is the stress-free temperature of the rails. However, determining the actual stress-free temperature of a given section of track is challenging. Knowledge of the factors affecting stress-free temperature will help in the identification of vulnerable sections of track and the development of an appropriate maintenance regime. This paper reviews and discusses the factors affecting stress-free temperature in ballasted railway track with continuous welded rails (CWR). |
first_indexed | 2024-04-12T02:25:52Z |
format | Article |
id | doaj.art-90f91f2e318547f697cb945c196a8582 |
institution | Directory Open Access Journal |
issn | 2352-4847 |
language | English |
last_indexed | 2024-04-12T02:25:52Z |
publishDate | 2022-11-01 |
publisher | Elsevier |
record_format | Article |
series | Energy Reports |
spelling | doaj.art-90f91f2e318547f697cb945c196a85822022-12-22T03:52:00ZengElsevierEnergy Reports2352-48472022-11-018107113Review of factors affecting stress-free temperature in the continuous welded rail trackAna Skarova0John Harkness1Matthew Keillor2David Milne3William Powrie4Department of Civil, Maritime and Environmental Engineering, University of Southampton, Southampton SO17 1BJ, United Kingdom; Network Rail, 1 Eversholt Street, London, NW1 2DN, United Kingdom; Corresponding author.Department of Civil, Maritime and Environmental Engineering, University of Southampton, Southampton SO17 1BJ, United KingdomNetwork Rail, 1 Eversholt Street, London, NW1 2DN, United KingdomDepartment of Civil, Maritime and Environmental Engineering, University of Southampton, Southampton SO17 1BJ, United KingdomDepartment of Civil, Maritime and Environmental Engineering, University of Southampton, Southampton SO17 1BJ, United KingdomRailways have a significant role to play in sustainable transportation. Rail travel is currently the only mode of rapid, large-scale, long-distance transport for both freight and passengers that offers zero carbon dioxide emissions at the point of use. However, our railway infrastructure needs to be more robust and resilient to the combined effects of climate change, traffic growth and increases in vehicle loads and speed. Rail buckling is of increasing concern as environmental temperatures rise and traffic loads, speed and intensity of use increase. A key indicator and control of the propensity for track buckling is the stress-free temperature of the rails. However, determining the actual stress-free temperature of a given section of track is challenging. Knowledge of the factors affecting stress-free temperature will help in the identification of vulnerable sections of track and the development of an appropriate maintenance regime. This paper reviews and discusses the factors affecting stress-free temperature in ballasted railway track with continuous welded rails (CWR).http://www.sciencedirect.com/science/article/pii/S2352484722025380Stress-free temperatureContinuous welded railBallasted railway trackClimate change |
spellingShingle | Ana Skarova John Harkness Matthew Keillor David Milne William Powrie Review of factors affecting stress-free temperature in the continuous welded rail track Energy Reports Stress-free temperature Continuous welded rail Ballasted railway track Climate change |
title | Review of factors affecting stress-free temperature in the continuous welded rail track |
title_full | Review of factors affecting stress-free temperature in the continuous welded rail track |
title_fullStr | Review of factors affecting stress-free temperature in the continuous welded rail track |
title_full_unstemmed | Review of factors affecting stress-free temperature in the continuous welded rail track |
title_short | Review of factors affecting stress-free temperature in the continuous welded rail track |
title_sort | review of factors affecting stress free temperature in the continuous welded rail track |
topic | Stress-free temperature Continuous welded rail Ballasted railway track Climate change |
url | http://www.sciencedirect.com/science/article/pii/S2352484722025380 |
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