An Experimental Study on the Contribution of Fire Retardant Coating to the Fire Protection of Concrete

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Abstract:

The mechanical property of the concrete under high temperature will go through great changes with much greater deformation. The uneven temperature distribution causes equilibrium temperature stress of the cross section and deformation of components, thus damaging the structure system of the concrete. This paper conducts a high-temperature test on the C25 concrete specimen with fire retardant coating, compares the test result with the test on the C25 concrete specimen without fire retardant coating, and analyzes the protective role of the surface fire retardant coating in the concrete structure buildings in case of fire.

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2660-2664

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Sun Jinfeng, Shi Xudong, Guo Zhenhai. Building Structure. 2002, 32(1): 34-36. in Chinese.

Google Scholar

[2] Fu Li. Grey System Theory and Its Application. Science and Technology Literature Press, 1992. in Chinese.

Google Scholar

[3] Yu Li, Hu Haitao. Building Structure. 2002, 23(4): 32-35. in Chinese.

Google Scholar

[4] Wu Bo, Ma Zhongcheng, Ou Jinping. Building Structure. 1999. 20(5): 42-49. in Chinese.

Google Scholar

[5] CEN: Design of Concrete Structures, Eurocode No. 2, Part 10: Structural Fire Design. Commission of the European Communities, April, (1990).

Google Scholar

[6] Haksever A, Ehm C. Application of biaxial concrete data for bearing members under fire attack, Fire Safety Journal. 1987, 12(2): 109-119.

DOI: 10.1016/0379-7112(87)90027-0

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