Compressive strength of concrete made with silica fume at elevated temperatures

Kuwait Journal of Science and Engineering

Volumn 25, Issue 1, 1998, Pages 127-138

  Terro, Mohamad J ^a   Sawan, Jihad S ^a  

^a KUWAIT UNIVERSITY   (Kuwait)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3142572909     PISSN: 10248684     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (10)

1. Anderberg, Y. 1976. Fire-Exposed Hyperstatic Concrete Structures - An Experimental & Theoretical Study. Division of Structural Mechanics and Concrete Construction, Lund Institute of Technology, Lund, Sweden.
2. Anderberg, Y. & Thelandersson, S. 1976. Stress and Deformation Characteristics of Concrete at High Temperatures. Division of Structural Mechanics and Concrete Construction, Lund Institute of Technology, Lund, Sweden.
3. Anon, F. 1985. How microsilica improves concrete. Concrete Construction 30 (4): 327-329.
4. Carlsson, M., Hope, R. & Pedersen, J. 1991. Use of condensed silica fume (CSF) in concrete. ACI Publication No. SP 91-50, pp. 1013-1030.
5. Khoury, G.A. 1983. The effect of elevated temperature on concrete. Ph.D. thesis University of London, London, England.
6. Neville, A.M. 1981. Properties of concrete. Longman Scientific and Technical Publishing, Essex, U.K.
7. Sandvik, M. & Gjorv, O.E. 1991. Effect of Condensed Silica Fume on the Strength Development of Concrete. ACI Publication, SP91-2, pp. 893-901.
8. Schneider, U. 1986. Properties of Material at High Temperatures Concrete. International Union of Testing and Research Laboratories for Materials and Structures, RILEM.
9. Sullivan, P.J.E. & Sharshar, R. 1992. The performance of concrete at elevated temperatures (as measured by the reduction in compressive strength). Fire Technology 28 (3): 240-250.
10. Tazawa, E. & Yonekura, A. 1991. Drying shrinkage and creep of concrete with condensed silica fume, ACI Publication, SP91-43, pp. 903-921.