Essay On Compressive Strength Of Concrete

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This paper evaluates the effect of heat on the compressive strength of concrete by way of comparing the strength of concrete that is subjected to heat treatment with unheated one. Concrete ingredients available locally were obtained for the production of concrete cubes into a dimension of 15x15x15 cm. A total of 12 cubes were casted and then cured at room temperature (28 °C). The cubes were divided into 4 sets. Each set comprised of 3 cubes for each Water-Cement ratio. Two of these sets were cured for 14 and 28 days out of which one set each was heated at a temperature of 200oc for about 4 hours. They were then crushed subsequently to compare their strength. The results revealed that at the 14 day curing, the average compressive strength for …show more content…

Research results have been included in various design norms and guidelines. However, the research object usually has been traditional concrete with a compressive strength of between 15 and 30 MPa.
Ghani et al (2006), determined the effect of temperature on different properties of concrete using different mix ratios of 1:1:2, 1:1.5:3, and 1:2:4, and water-cement ratios of 0.35, 0.40, 0.45, 0.50, 0.55, and 0.60, for cubes, cylinder sand beams. The concrete produce were cured in different room temperatures of 5oc, 55oc, and 28oc.Based on theirs, the following assertions were made.
“(i)The high temperature during curing causes an increase in initial compression strength of concrete that is, the initial compressive strength was lowest for 5 °C, high at room temperature while highest at 55 …show more content…

2 4 6 2 4 6
Age of cube (days) 28 days 28 days 28 days 28 days 28 days 28 days
Weight of cube (g) 8100 8120 8090 7779 7818 7721
Density of cube (g/cm3) 2.40 2.41 2.40 2.30 2.32 2.25
Total compressive force (kN) 570 610 560 510 550 515
Compressive strength (kg/cm2) 25.3 27.1 24.9 22.7 24.4 22.8
Average compressive strength at 28 days for unheated cubes = 25.8N
Average compressive strength at 28 days for heated cubes = 23.3N

From the tables it can be ascertained, the fact that from practical observations, thehigher thermal treatment temperature results in alower final strength of concrete (Shehab et al, 2013).

There clear differences in the average compressive strength of heat and unheated cubes for both set crushed after 14 and 28 days as shown in the figures.
6.0 Conclusion
Based on the experimental results presented in thispaper, conclusion may be drawn from the results obtained thatthe strength of concrete decreases as it is exposed to high rise temperature, which attested to the fact that increase in temperature increases initial concrete strength while at thesame time it reduces its long term

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