Abstract
The fire performance of five RC slabs after exposure to the standard ISO 834 fire test without loading has been experimentally investigated and the results presented in this paper. To prevent the explosive spalling of concrete and to control the rise of temperature in the steel re-bar during fire, Polypropylene (PP) fiber was mixed in the slab and this improved the fire resistance of the concrete. During heating, concrete spalling was observed for concrete without PP fibers; however no spalling occurred in the specimens containing PP fibers. The maximum temperature of PP fiber concrete was lower than that of concrete without PP fibers. The results show that the fire performance of an RC slab is improved by adding PP fibers. Also, the addition of a volume fraction of PP fibers higher than 0.05% improves fire performance, including the reduction of explosive spalling and temperature. After fire damage, the residual load-carrying capacity of the RC specimen without PP fiber decreased to 67.5% of that of the intact case, but the specimens with PP fiber showed 91.6∼98.1% of intact load-carrying capacity. Therefore, it is confirmed that mixing RC with PP fiber can enhance residual load-carrying capacity after fire exposure.
Similar content being viewed by others
References
ACI Committee 216 (1989). Guide for determining the fire endurance of concrete elements, ACI 216R-89, American Concrete Institute, Detroit.
Ali, F. (2002). “Is high strength concrete more susceptible to explosive spalling than normal strength concrete in fire.” Fire and Materials, Vol. 26, Issue. 3, pp. 127–130.
Atkinson, T. (2004). “Polypropylene fibers control explosive spalling in high-performance concrete.” Concrete, Vol. 38, No. 10, pp. 69–70.
ISO (1975). Fire resistance tests-elements of building construction, International Standard ISO 834, Geneva.
Kim, H. Y., Chae, H. S., Jeon, H. K., and Youm, K. S. (2007). “Proposal for the model and properties of compressive strength at high temperature for the high strength concrete mixed with fiber cocktail.” Proceedings of the Korea Concrete Institute, Vol. 19, No. 9, pp. 605–608.
KS, Korean Industrial Standards (2005). Methods fire resistance test for elements of building construction — General requirements, KS F 2257-1, Korean Standards Association.
KS, Korean Industrial Standards (2005). Methods fire resistance test for elements of building construction — Specific requirements for columns, KS F 2257-7, Korean Standards Association.
Lie, T. T. and Kodur, V. K. R. (1996). “Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures.” Canadian Journal of Civil Engineering, Vol. 23, No. 2, pp. 511–517.
Nishida, A., Ymazaki, N., Inoue, H., Schneider, U., and Diederichs, U. (1995). “Study on the properties of high-strength concrete with short polypropylene fibre for spalling resistance.” Proceedings of International Conference on Concrete under Severe Conditions, CONSEC’95, Vol. 2, Sapporo, Japan, pp. 1141–1150.
Poon, C. S., Shui, Z. H., and Lam, L. (2004). “Compressive behavior of fiber reinforced high-performance concrete subjected to elevated Temperatures.” Cement and Concrete Research, Vol. 34, No. 12, pp. 2215–2222.
Purkiss, J. A. (1984). “Steel fibre reinforced concrete at elevated temperatures.” International Journal of Cement Composites and Lightweight Concrete, Vol. 6, No. 3, pp. 179–184.
Suhaendi, S. L. and Horiguchi, T. (2006). “Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat eposition.” Cement and Concrete Research, Vol. 36,Issue 9, pp. 1672–1678.
Yang, H., Han, L. H., and Wang, Y. H. (2008). “Effects of heating loading histories on post-fire cooling behaviour of concrete-filled steel tubular columns.” Journal of Constructional Steel Research, Vol. 64,Issue 5, pp. 556–570.
Youm, K. S., Jeon, H.K., and Kim, H. Y. (2009). “Fire test of fiber cocktail reinforced high strength concrete columns without loading.” Journal of the Korea Concrete Institute, Vol. 21, No. 4, pp. 465–471.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Chung, C.H., Lee, J. & Kim, H.J. Evaluation of fire performance of polypropylene fiber RC slabs. KSCE J Civ Eng 17, 1040–1050 (2013). https://doi.org/10.1007/s12205-013-0101-y
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-013-0101-y