Physical properties of high-performance concrete with admixtures exposed to a medium temperature range 20 °C to 50 °C

Cement and Concrete Research

Volumn 30, Issue 8, 2000, Pages 1283-1287

  Zain, M F Mohd ^a   Radin, S S ^b  

^a UNIVERSITI KEBANGSAAN MALAYSIA   (Malaysia)

^b UNIVERSITI TEKNOLOGI MALAYSIA   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CURING; ELASTIC MODULI; HARDENING; HYDRATION; MINERALS; MIXTURES; POZZOLAN; SILICA; THERMODYNAMIC PROPERTIES;

SILICA FUME;

CONCRETE TESTING;

EID: 0343390492     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(00)00294-5     Document Type: Article

References (18)

1. Cement and Concrete Terminology. 107:1988;American Concrete Institute, Detroit.
2. Malier Y. Introduction. High Performance Concrete. From Material to Structure. 1st English language edition:1992;E&FN Spon, London.
3. Nawy E.G. Fundamentals of High Strength High Performance Concrete. 1996;Longman, London.
4. Aitcin P.C. Durable concrete: Current practice and future trends. Proceedings of V. Mohan Malhotra Symposium, ACI SP-144. 1993;85-104 American Concrete Institute, Detroit.
5. Klieger P. Effect of mixing and curing temperature on concrete strength. ACI J. 54:1958;1063-1081.
6. Aitcin P.C. Sherbrook mix design method. Proceedings of the One-Day Short Course on Concrete Technology/High Performance Concrete: Properties and Durabilities, Kuala Lumpur. 1997;1-22.
7. Standard test method for compressive strength of cylindrical concrete specimens. Annual Book of ASTM Standards. vol. 04.02:1986;American Society for Testing and Materials, Philadelphia.
8. Part 209, Recommendations for the Measurement of Dynamic Modulus of Elasticity. 1990;British Standards Institution, London.
9. Bamforth P.B. In-situ measurement of the effect of partial Portland cement replacement using either fly ash or ground granulated blast-furnace slag on the performance of mass concrete. Proceeding, Institute of Civil Engineers (London). vol. 69:1980;. Part 2.
10. Djellouli H., Aitcin P.C., Chaallal O. Use of Ground Granulated Slag in High-performance Concrete, High-strength Concrete, ACI SP121-18. 1990;351-368.
11. Neville A.M. Properties of Concretes. 3rd edn. 1991;268-358 Pitman Publishers, London.
12. Zain M.F.M., Matsufuji Y. The influence of curing methods on the physical properties of high strength concrete exposed to medium temperature (20°C-50°C). Proceedings of the 5th International Conference on Concrete Engineering and Technology, Kuala Lumpur. 1997;57-66.
13. Samarai M.A. Influence of temperature, drying and curing method on properties of high strength concrete. Concrete in Hot Climates: Proceedings of the 3rd International RILEM Conference. 1992;65-85 E&FN Spon, London.
14. Tan K., Gjørv O.E. Performance of concrete under different curing conditions. Cem Concr Res. 26(3):1995;355-361.
15. Detwiler R.J., Mehta P.K. Chemical and physical effects of silica fume on the mechanical behavior of concrete. ACI Mater J. 86(6):1989;609-614.
16. Swamy R.N. Durable concrete structures - The challenge to design and construction (Keynote Paper 1). Proceedings of the 5th International Conference on Concrete Engineering and Technology, Kuala Lumpur. 1997;1-17.
17. Sellevold E.J. Condensed silica fume in concrete: Water demand and strength development. Fly Ash, Silica Fume, Slag and Other Mineral By-Products in Concrete, ACI SP 79. 1983;677-694 American Concrete Institute, Detroit.
18. Cong X., Gong S., Darwin D., McCabe S.L. Role of silica fume in compressive strength of cement paste, mortar and concrete. ACI Mater J. 89(4):1992;375-387.