journal article·2012-01

Fire resistance of fired clay bricks–fly ash composite cement pastes

Hamdy El-Didamony, Enas Abd El-Rahman, Randa M. Osman

Ceramics International· Volume 38· Issue 1
Publisher page

Abstract

Abstract This work aims to study the effect of substitution of fly ash for homra on the hydration properties of composite cement pastes. The composite cements are composed of constant proportion of OPC (80%) with variable amounts of fly ash and homra. The addition of fly ash accelerates the initial and final sitting time, whereas the free lime and combined water contents decrease with fly ash content. The fly ash acts as nucleation sites which may accelerate the rate of formation of hydration products which fill some of the pores of the cement pastes. The fire resistance of composite cement pastes was evaluated after firing at 250, 450, 600, 800 °C with rate of firing 5 °C/min with soaking time for 2 h. The physico-mechanical properties such as bulk density and compressive strength were determined at each firing temperature. Moreover, the phase composition, free lime and microstructure for some selected samples were investigated. It can be concluded that the pozzolanic cement with 20 wt% fly ash can be used as fire resisting cement.
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Research context

OpenAlex topics: Fire effects on concrete materials · Concrete and Cement Materials Research · Innovative concrete reinforcement materials

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References (28)

Show source-provided references
1. Hewlett · 1998
2. Soroka · 1979
3. Ramachandran · 1999
4. Mineral admixtures in cement and concrete
5. Pozzolanic action of homra with lime
6. Pozzolanic activity of homra with lime
7. Wild · 1996 · 685
8. Hydration of reaction and hardening of calcined clays and reacted minerals: II. Influence of mineralogical properties of the raw-kaolinite on the reactivity of metakaolinite
9. Taylor · 1990
10. Performance metakaolin concrete at elevated temperature10.1016/S0958-9465(01)00061-0 ↗
11. Influence of PFA on cracking of concrete and cement paste after exposure to high temperatures10.1016/S0008-8846(03)00216-3 ↗
12. ASTM Designation, C 204-79, Standard Test Method for Fineness of Hydraulic Cement by Air-Permeability Apparatus, Annual Book of ASTM Standards, 04.01.2002.
13. ASTM Designation, C191, Standard Test Method for Normal Consistency and Setting Time of Hydraulic Cement, Annual Book of ASTM Standard 04.01.2008.
14. ASTM Designation, C114-88, Standard Test Methods for Chemical Analysis of Hydraulic Cement, ASTM Standards, 1990, pp. 710–736.
15. ASTM Designation, C 150, Standard Test Methods for Compressive Strength of Hydraulic Cements, ASTM Standard, 2007, pp. 710–736.
16. ISO-50/8, 1983.
17. Hydration of fly ash-Portland cement10.1016/0008-8846(84)90126-1 ↗
18. Aspects of the chemistry of addition
19. P.K. Mehta, Pozzolanic and cementitious by-products in concrete, Another Look, in: Proceedings of the 3rd Inter. Confr. on The Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, ACI SP-114, Trondheim, P.1, 1989.
20. The mechanism of increase of concrete strengths at introduction of microfillers
21. Properties of Portland cement concrete containing fly ash and condensed silica–fume10.1016/0008-8846(82)90019-9 ↗
22. Effect of metakaolin on alkali-silica reaction (ASR) in concrete manufactured with reactive aggregate durability of concrete
23. Residual strength and pore structure of high strength concrete and normal strength concrete after exposure to high temperatures10.1016/S0958-9465(98)00034-1 ↗
24. Influence of elevated temperature on the mechanical properties of blended cement concretes prepared with limestone and siliceous aggregates10.1016/j.cemconcomp.2004.02.013 ↗
25. Changes in structure of hardened cement pastes due to high temperature10.1007/BF02479085 ↗
26. Influence of high temperature on GF Portland cement materials10.1016/S0008-8846(99)00026-5 ↗
27. Dehydration and rehydration processes of cement pastes exposed to high temperature environments10.1023/B:JMSC.0000025827.65956.18 ↗
28. Effect of temperature on the structure and strength properties of cement pastes containing fly ash alone or in combination with limestone