Professor William Coombs w.m.coombs@durham.ac.uk
Professor
The use of such plastic inserts and other soft fastening solutions in pre-stressed concrete sleepers and crossing bearers has become widespread within the UK, Europe and the rest of the world. The stiffness of these inserts is typically an order of magnitude lower than that of the surrounding concrete and their inclusion leads to significant stress concentrations. This article quantifies the magnitude of the stress raiser and explores the potential of these elevated stress levels to lead to fracture development.
Coombs, W., & Ghaffari Motlagh, Y. (2017). Resilience of rail support systems: the use of plastic sockets
Other Type | Other |
---|---|
Acceptance Date | Dec 1, 2016 |
Publication Date | Jan 1, 2017 |
Deposit Date | Jan 31, 2017 |
Publicly Available Date | Feb 27, 2017 |
Pages | 10-14 |
Public URL | https://durham-repository.worktribe.com/output/1640901 |
Additional Information | URL of output: https://www.thepwi.org/shop/product_details?id=168 Volume: 135 Issue: 1 ISSN or ISBN: 2057-2425 |
Accepted Other
(1 Mb)
PDF
Stability of implicit material point methods for geotechnical analysis of large deformation problems
(2024)
Presentation / Conference Contribution
UKACM Proceedings 2024
(2024)
Presentation / Conference Contribution
Simulation of strain localisation with an elastoplastic micropolar material point method
(2024)
Presentation / Conference Contribution
About Durham Research Online (DRO)
Administrator e-mail: dro.admin@durham.ac.uk
This application uses the following open-source libraries:
Apache License Version 2.0 (http://www.apache.org/licenses/)
Apache License Version 2.0 (http://www.apache.org/licenses/)
SIL OFL 1.1 (http://scripts.sil.org/OFL)
MIT License (http://opensource.org/licenses/mit-license.html)
CC BY 3.0 ( http://creativecommons.org/licenses/by/3.0/)
Powered by Worktribe © 2025
Advanced Search