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Experimental study on dynamic compressive behaviour of recycled tyre polymer fibre reinforced concrete

Chen, M; Chen, W; Zhong, H; Chi, D; Wang, Y; Zhang, M; (2019) Experimental study on dynamic compressive behaviour of recycled tyre polymer fibre reinforced concrete. Cement and Concrete Composites , 98 pp. 95-112. 10.1016/j.cemconcomp.2019.02.003. Green open access

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Abstract

The effect of recycled tyre polymer fibre (RTPF) on mechanical and durability performance of concrete has been increasingly studied in recent years, primarily because of the economic and sustainable feasibility of RTPF’s application in construction industry. This paper presents an experimental study on workability, static compressive strength and dynamic compressive properties of concrete reinforced with RTPF with various fibre dosages (i.e. 1.2, 2.4, 4.8 and 9.6 kg/m3) that have not been extensively investigated. Results indicate that the dynamic compressive properties including dynamic compressive strength, energy absorption capacity, ultimate strain and dynamic increase factor of all mixtures were highly sensitive to the strain rate. The optimal RTPF content was found to be 2.4 kg/m3 (i.e. 0.2% fibre volume fraction (Vf)) considering fresh and hardened properties, as adding this content into concrete induced the most development in dynamic compressive strength (with the highest increase of 12.9%), fracture energy (with the highest improvement of 54.4%) and total energy absorption (with the largest enhancement of 26.4%). It was found from scanning electron microscope (SEM) image analysis that RTPF exhibits bridging performance with no obvious fracture on its surface, and 0.1% Vf of PPF could be replaced by 0.2% Vf of RTPF for concrete.

Type: Article
Title: Experimental study on dynamic compressive behaviour of recycled tyre polymer fibre reinforced concrete
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.cemconcomp.2019.02.003
Publisher version: https://doi.org/10.1016/j.cemconcomp.2019.02.003
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
Keywords: Fibre reinforced concrete; Recycled tyre fibre; Polypropylene fibre; Dynamic compressive behaviour; Failure mode
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10067866
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