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Unlocking the role of recycled polymer fibres on dynamic fracture characteristics of concrete after exposure to elevated temperatures

Chen, Meng; Cui, Xiuwen; Zhang, Tong; Zhang, Mingzhong; (2024) Unlocking the role of recycled polymer fibres on dynamic fracture characteristics of concrete after exposure to elevated temperatures. Journal of Sustainable Cement-Based Materials , 13 (7) pp. 951-967. 10.1080/21650373.2024.2335315. Green open access

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Abstract

This work explores the dynamic fracture characteristics of recycled tyre polymer (RTP) fibre reinforced concrete after exposure to 20, 105, 250, 400 and 600 °C. Split Hopkinson pressure bar tests were performed to characterize the dynamic compressive properties under strain rates of 40–120 s−1, in terms of the failure mode, strain-stress response, dynamic strength, dynamic increase factor (DIF), peak strain and energy absorption capacity. Results indicate that the failure pattern varies from splitting failure to core failure, and finally to pulverization failure due to strain rate effect, regardless of exposure temperatures. The dynamic strength and DIF are enhanced by strain rate effect but drop by 56.1% and 23.9% at 600 °C, respectively, while no explosive spalling occurs because of the thermal expansion of RTP fibres. The temperature-dependent dynamic fracture mechanism is closely related to the physicochemical reactions in the concrete matrix, bridging or rupture of RTP fibres and breaking of coarse aggregates.

Type: Article
Title: Unlocking the role of recycled polymer fibres on dynamic fracture characteristics of concrete after exposure to elevated temperatures
Open access status: An open access version is available from UCL Discovery
DOI: 10.1080/21650373.2024.2335315
Publisher version: https://doi.org/10.1080/21650373.2024.2335315
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: Dynamic fracture behaviour, fibre reinforced concrete, high temperatures, recycled tyre fibre, damage evolution
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/10190333
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