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Year 2009, Volume: 22 Issue: 4, 333 - 340, 27.03.2010

Abstract

Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes

Year 2009, Volume: 22 Issue: 4, 333 - 340, 27.03.2010

Abstract

This paper is a report on a study of shrinkage-weight loss relationships for normal and high strength concrete specimens of different sizes. The maximum aggregate size used in concrete mixes was 10mm. Three geometrically similar test specimens of a cylindrical shape with diameters of 37.5 mm, 75 mm and 150 mm and a height/diameter ratio of two were used in the experiments. All specimens were subjected to standard air drying in a temperature and humidity controlled laboratory (average relative humidity 50±6% and temperature 17±1oC) for a period of 60-70 days. Weight loss and shrinkage measurements were conducted on the specimens prepared with normal and high strength concrete. Results indicated that the time required for the same weight loss ratio was found to be about 7.4 and 8.5 times longer for the largest specimen size than the smallest specimen for normal and high strength concrete respectively.

 

Key Words: Concrete, Drying, Measurements, Moisture, High strength concrete, Weight loss.

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Details

Primary Language English
Journal Section Civil Engineering
Authors

Sıddık Sener This is me

Hikmet Sener This is me

Varol Koç This is me

Publication Date March 27, 2010
Published in Issue Year 2009 Volume: 22 Issue: 4

Cite

APA Sener, S., Sener, H., & Koç, V. (2010). Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes. Gazi University Journal of Science, 22(4), 333-340.
AMA Sener S, Sener H, Koç V. Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes. Gazi University Journal of Science. March 2010;22(4):333-340.
Chicago Sener, Sıddık, Hikmet Sener, and Varol Koç. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science 22, no. 4 (March 2010): 333-40.
EndNote Sener S, Sener H, Koç V (March 1, 2010) Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes. Gazi University Journal of Science 22 4 333–340.
IEEE S. Sener, H. Sener, and V. Koç, “Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes”, Gazi University Journal of Science, vol. 22, no. 4, pp. 333–340, 2010.
ISNAD Sener, Sıddık et al. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science 22/4 (March 2010), 333-340.
JAMA Sener S, Sener H, Koç V. Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes. Gazi University Journal of Science. 2010;22:333–340.
MLA Sener, Sıddık et al. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science, vol. 22, no. 4, 2010, pp. 333-40.
Vancouver Sener S, Sener H, Koç V. Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes. Gazi University Journal of Science. 2010;22(4):333-40.