High-Strength Self-Compacting Concrete Exposed to Fire Test

Author:

Noumowé A.1223,Carré H.1223,Daoud A.1223,Toutanji H.1223

Affiliation:

1. Associate Professor, Civil Engineering Dept., Univ. of Cergy-Pontoise, 5, Mail Gay Lussac, Neuville sur Oise, F-95031 Cergy-Pontoise, France (corresponding author).

2. Associate Professor, LaSAGeC, Allée du Parc Montaury F-64 600, France.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama, Hunstville, AL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Bostrom L. (2003). “Self-compacting concrete exposed to fire.” Proc. 3rd Int. Symp. on Self-Compacting Concrete Reykjavik Iceland.

2. European Committee for Standardization (CEN). “Design of concrete structures—Part 1-2: General rules—Structural fire design.” Eurocode 2 Brussels Belgium.

3. Hulusi O. M. (2000). “Effects of self compacting concrete admixtures on fresh and hardened concrete properties.” Proc. 2nd Int. Symp. on Cement and Concrete Technology in the 2000s Istanbul Turkey.

4. In situ mechanical properties of wall elements cast using self-consolidating concrete;Khayat K. H.;ACI Mater. J.,1997

5. Nishida A. Yamazaki N. Inoue H. Schneider U. and Diederichs U. (1995). “Study on the properties of high strength concrete with short polypropylene fibre for spalling resistance.” Proc. Int. Conf. on Concrete under Severe Conditions—Environment and Loading Sapporo Japan.

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