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Heating and Cooling Scenario of Blended Concrete Subjected to 780 Degrees Celsius

Authors: J. E. Oti, J. M. Kinuthia, R. Robinson, P. Davies


In this study, the Compressive strength of concretes made with Ground Granulated Blast furnace Slag (GGBS), Pulverised Fuel Ash (PFA), Rice Husk Ash (RHA) and Waste Glass Powder (WGP) after they were exposed 7800C (exposure duration of around 60 minutes) and then allowed to cool down gradually in the furnace for about 280 minutes at water binder ratio of 0.50 was investigated. GGBS, PFA, RHA and WGP were used to replace up to 20% Portland cement in the control concrete. Test for the determination of workability, compressive strength and tensile splitting strength of the concretes were carried out and the results were compared with control concrete. The test results showed that the compressive strength decreased by an average of around 30% after the concretes were exposed to the heating and cooling scenario.

Keywords: Pulverised Fuel Ash, Rice Husk Ash, heating and cooling, concrete.

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[1] Kodur V., 2014. Properties of Concrete at Elevated Temperatures,” ISRN Civil Engineering, vol. 2014, Article ID 468510, 15 pages, doi:10.1155/2014/468510.
[2] Luo X, Sun W and Chan S.Y.N., 2000. Effect of heating and cooling regimes on residual strength and microstructure of normal strength and high-performance concrete. Cem. Concr. Res, 30, pp. 379–383
[3] Chan Y.N, Peng G.F and Chan K.W., 1996. Comparison between high strength concrete and normal strength concrete subjected to high temperature. Mater Struct, 29, pp. 616–619
[4] Gani M.S.J., 1997. Cement and Concrete. Chapman and Hall. ISBN 9780412790508
[5] Masaki K and Maki I., 2002. Effect of prolonged heating at elevated temperatures on the phase composition and textures of portland cement clinker. Cement Concrete Res., 32 (2002), pp. 931–934
[6] Saad M, Abo-El-Enein S.A Hanna G.B and Kotkata M.F., 1996. Effect of temperature on physical and mechanical properties of concrete containing silica fume. Cement Concrete Res., 26 (1996), pp. 669–675
[7] Vydra V, Vodak V, Kapickova O and Hoskova S., 2001. Effect of temperature on porosity of concrete for nuclear-safety structures. Cement Concrete Res., 301 (2001), pp. 1023–1026
[8] Kim J.K, Han S.H and Park S.K., 2002. Effect of temperature and aging on the mechanical properties of concrete. Part II. Prediction model. Cement Concrete Res., 32 , pp. 1095–1100
[9] Kakali G., Leventi R., Benekis V and Tsivilis S., 2006. Behavior of blended cement paste at elevated temperature. Scientific Paper, Greece.
[10] Savva A., Manita P and Sideris K. K., 2005. Influence of elevated temperatures on the mechanical properties of blended cement concretes prepared with limestone and siliceous aggregates. Cem Concr Compos, 27 (2005), pp. 239–248
[11] Arioz O., 2007. Effects of elevated temperatures on properties of concrete. Fire Safety Journal Volume 42, Issue 8, Pages 516–522
[12] Georgali B and Tsakiridis P.E., 2005. Microstructure of Fire-damaged Concrete. A Case Study. Cement & Concrete Composites, Vol.27, pp.255-259.
[13] Papayianni J and Valiasis T., 1991. Residual mechanical properties of heated concrete incorporating different pozzolanic materials. Mater. Struct, 24, pp. 115–121
[14] Felicetti R, Gambarova P., 1998, Effects of high temperature on the residual compressive strength of high-strength siliceous concretes. ACI Mater Journal 95(4), p.395–406.
[15] Chan YN, Luo X, Sun W., 2000. Compressive strength and pore structure of high performance concrete after exposure to high temperature up to 8000C. Cem Concr Res 30(2), p.247–51.
[16] BS EN 197-1:2011. Cement Part 1: Composition, specifications and conformity criteria for common cements.
[17] BS EN 15167–1, 2006. Ground granulated blast furnace slag for use in concrete, mortar and grout - Part 1: Definitions, specifications and conformity criteria
[18] PD 6682-1:2009. Aggregates – Part 1: Aggregates for concrete – Guidance on the use of BS EN 12620
[19] BS EN 12620:2002 +A1:2008. Aggregates for concrete
[20] BS EN 933-1:1997. Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution — Sieving method
[21] BS EN1097-6:2000. Tests for mechanical and physical properties of aggregates — Part 6: Determination of particle density and water absorption
[22] BS EN 933-4:2008. Tests for geometrical properties of aggregates Part 4: Determination of particle shape — Shape index
[23] BS 812-112: 1990. Testing aggregates — Part 112: Methods for determination of aggregate impact value (AIV)
[24] Oti J.E., Kinuthia J.M, Bai J, Delpak R and Snelson D.G., 2010. Engineering properties of concrete made with slate waste. Construction materials 163 (3), p.131-142.
[25] BS EN 206-1:2000. Concrete - Part 1: Specification, performance, production and conformity
[26] BS EN 12350-1:2009. Testing fresh concrete Part 1: Sampling.
[27] BS EN 12390-1:2009.Testing hardened Concrete. Part 1: Shape, dimensions and other requirements of specimens and moulds
[28] BS EN 12350-2:2009. Testing fresh concrete Part 2: Slump-test.
[29] BS EN 12350-4:2009. Testing fresh concrete Part 4: Degree of compactability
[30] BS EN 12390-2:2009. Testing hardened Concrete. Part 2: Making and curing specimens for strength tests.
[31] BS EN 12390-3:2009. Testing hardened Concrete. Part 3: Compressive strength of test specimens.
[32] BS EN 12390-4:2009. Testing hardened Concrete. Part 4: Compressive strength - Specification for testing machines.
[33] BS EN 12390-6:2009. Testing hardened Concrete. Part 6: Tensile splitting strength of test specimens.
[34] Zhang B, Bicanic N., 2002. Residual fracture toughness of normal and high strength gravel concrete after heating to 6000C. ACI Mater Journal 99(3), p.217–26.
[35] Lin W, Lin TD, Couche L.J., 1996. Microstructures of fire-damaged concrete. ACI Mater Journal 93(3), p.199–205.
[36] Bentz DP., 2000. Fibers, percolation, and spalling of high-performance concrete. ACI Mater Journal 97(3), p.351–9.
[37] Cheng F P, Kodur V K R and Wang T C., 2004. Stress-Strain Curves for High Strength Concrete at Elevated Temperatures. Journal of Materials in Civil Engineering 16(1) 84-90.
[38] Lau A and Anson M., 2006. Effect of high temperatures on high performance steel fibre reinforced concrete. Cement and Concrete Research 36(9) 1698-1707
[39] Sideris K K Manita P and Chaniotakis E., 2009. Performance of Thermally damaged Fibre Reinforced Concretes. Construction and Building Materials 23(3) 1232–1239.