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Strength of concrete in warm and dry environment

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Abstract

This study is an investigation of the effect of simultaneous changes in the mixing and curing temperature (17 and 37°C) as well as the relative humidity of the curing medium (saturation, 75% and 33%) on the strength development in concrete (up to one year). The results indicate, in general, that the deficiency in the humidity of the curing medium, rather than the increase in its temperature, is the dominant factor affecting the strength development. The compressive strengths of the specimens kept in low humidity are reduced by 30 to 46% as compared to those cured in water. However, the warm specimens attain greater strength than the cool ones when all are kept in low humidity. Under field curing conditions, the effect of the temperature difference between the specimens made and kept under direct sunlight and those protected in the shade is not as significant and not as detrimental as the effect of inadequate curing methods.

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References

  1. RILEM Committee 2-HC, ‘Concrete and reinforced concrete in hot countries’,Materials and Structures 11 (1978) 127–31 and13 (1980) 255–64.

    Google Scholar 

  2. Shirley, D.E., “Concreting in Hot Weather”, 4th edn (Cement and Concrete Association, Slough, Publication No. 45013, 1980).

  3. ACI Committee 305, ‘Hot-weather concreting’,ACI Journal 74 (1977) 317–32.

    Google Scholar 

  4. Portland Cement Association, ‘Hot-weather concreting’ (Skokie, Publication No. IS 014.03T, 1976).

  5. Neville, A.M., “Properties of Concrete”, 3rd edn (Pitman, London, 1981).

    Google Scholar 

  6. Verbeck, G.J. and Helmuth, R.H., ‘Structures and physical properties of cement paste’ (Proceedings of the Fifth International Symposium on the Chemistry of Cement, Tokyo, 1968; The Cement Association of Japan, Tokyo, 1969, Vol.III, pp. 1–37).

  7. Klieger, P., ‘Effect of mixing and curing temperature on concrete strength’,ACI Journal 29 (1958) 1063–81.

    Google Scholar 

  8. Price, W.H., ‘Factors influencing concrete strength’,ACI Journal 22 (1951) 417–32.

    Google Scholar 

  9. Shalon, R. and Ravina, D. ‘Studies in concreting in hot countries’, (Proceedings of the International Rilem Symposium on Concrete and Reinforced Concrete in Hot Countries, BRS, Haifa, 1960, Vol. I).

  10. Jaegermann, C.H. and Gluklich, J., ‘Effect of exposure of fresh concrete to high evaporation and elevated temperatures on the long-term properties of hardened concrete’ (Proceedings of the International Rilem Symposium on Concrete and Reinforced Concrete in Hot Countries, BRS, Haifa 1971, Vol. II, pp. 383–426.

    Google Scholar 

  11. Soroka, I., “Portland Cement Paste and Concrete” (Macmillan, London, 1979).

    Google Scholar 

  12. Berhane, Z., ‘Compressive strength of concrete in hot humid environment’,Cem. Concr. Res. 12 (1983) 225–32.

    Article  Google Scholar 

  13. Cebeci, O.Z. and Saatci, A.M., ‘Discussion of paper by Zawde Berhane’,ACI Journal 82 (1985) 930–1.

    Google Scholar 

  14. BS 4550: ‘Methods of testing cement’, part 3: ‘Physical tests’, Section 3.4: ‘Strength test’ (British Standards Institution, London, 1978).

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Cebeci, O.Z. Strength of concrete in warm and dry environment. Materials and Structures 20, 270–272 (1987). https://doi.org/10.1007/BF02485923

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