Figueiredo, F., Shah, A., Huang, S. orcid.org/0000-0003-2816-7104 et al. (3 more authors) (2017) Fire Protection of Concrete Tunnel Linings with Waste Tyre Fibres. In: Procedia Engineering. 6th International Workshop on Performance, Protection & Strengthening of Structures under Extreme Loading, PROTECT2017, 11-12 Dec 2017, Guangzhou (Canton), China. Elsevier , pp. 472-478.
Abstract
The damages caused by fire-induced explosive spalling of concrete in tunnels can be tremendous; it could result in enormous economic cost and potential loss of human life. For this reason, the structural fire protection of concrete tunnel linings plays an important role in the tunnel design. Polypropylene fibres have been used in concrete to prevent explosive spalling of concrete exposed to fire. On the other hands, thousands of tonnes of polymer fibres are generated worldwide as a by-product of the recycling of end-of-life tyres. Storage of these fibres is a problem, since it is flammable, of low density (and so very large in volume) and can be carried away by wind and pollutes the surrounding environment. They are also too agglomerated or contaminated with rubber to find any alternative use, and are generally disposed of by incineration. The polymer fibre recycled from tyres has equal high quality and durability as manufactured fibres. Finding ways of introducing these fibres in concrete can potentially reduce the use of virgin fibres and delivery a more environmental-friendly spalling-mitigation solution. This paper shows the preliminary outcomes of this research, which indicates the potential of using these recycled fibres to prevent fire spalling instead of manufactured polypropylene.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2017 The Authors. Published by Elsevier Ltd. Available under a Creative Commons license (http://creativecommons.org/licenses/by-nc-nd/4.0/). |
Keywords: | Concrete; Spalling; Fire; Tyre; Waste; Polymer Fibre; Tunnel |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Funding Information: | Funder Grant number ENGINEERING AND PHYSICAL SCIENCE RESEARCH COUNCIL (EPSRC) EP/N019555/1 EUROPEAN COMMISSION - HORIZON 2020 699875 INNOVATE UK (TSB) 102715 |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 12 Mar 2018 16:25 |
Last Modified: | 19 Dec 2022 13:49 |
Published Version: | https://doi.org/10.1016/j.proeng.2017.11.103 |
Status: | Published |
Publisher: | Elsevier |
Refereed: | Yes |
Identification Number: | 10.1016/j.proeng.2017.11.103 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:128414 |