An experimental study was carried out to investigate the fire performance of rubber-reinforced high-strength concrete. The compressive strength and flexural strength after different fire temperatures were investigated. The change in colour of a specimen's appearance was observed and the loss of mass was measured. Scanning electron microscopy micrographs of cementation material after fire were taken in order to explain the mechanism of change of the macrostructure of rubber-reinforced high-strength concrete. The research shows that although the strength of rubber-reinforced high-strength concrete drops slightly after high temperature, its spalling resistance performance is improved greatly. Test results show that the low content (1%) of 15-sieve rubber particles can prevent the high-strength concrete from spalling under fire more efficiently than other rubber content and size options.
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March 2011
Research Article|
March 01 2011
Fire performance of high-strength concrete reinforced with recycled rubber particles Available to Purchase
L.-J. Li;
L.-J. Li
Guangdong University of Technology, Guangzhou, People's Republic of China
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W.-F. Xie;
W.-F. Xie
Guangdong University of Technology, Guangzhou, People's Republic of China
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F. Liu;
F. Liu
Guangdong University of Technology, Guangzhou, People's Republic of China
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Y.-C. Guo;
Y.-C. Guo
Guangdong University of Technology, Guangzhou, People's Republic of China
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J. Deng
J. Deng
South China University of Technology, Guangzhou, People's Republic of China
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Publisher: Emerald Publishing
Revision Received:
August 13 2008
Revision Requested:
March 17 2010
Accepted:
April 14 2010
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2011 Thomas Telford Ltd
2011
Magazine of Concrete Research (2011) 63 (3): 187–195.
Article history
Revision Received:
August 13 2008
Revision Requested:
March 17 2010
Accepted:
April 14 2010
Citation
Li L, Xie W, Liu F, Guo Y, Deng J (2011), "Fire performance of high-strength concrete reinforced with recycled rubber particles". Magazine of Concrete Research, Vol. 63 No. 3 pp. 187–195, doi: https://doi.org/10.1680/macr.8.00140
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