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Yıl 2009, Cilt: 22 Sayı: 4, 333 - 340, 27.03.2010

Sıddık Sener Hikmet Sener Varol Koç

Öz

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

Yıl 2009, Cilt: 22 Sayı: 4, 333 - 340, 27.03.2010

Sıddık Sener Hikmet Sener Varol Koç

Öz

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.

Anahtar Kelimeler

Concrete Drying Measurements Moisture High strength concrete Weight loss

Toplam 0 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Civil Engineering
Yazarlar

Sıddık Sener Bu kişi benim

Hikmet Sener Bu kişi benim

Varol Koç Bu kişi benim

Yayımlanma Tarihi 27 Mart 2010
Yayımlandığı Sayı Yıl 2009 Cilt: 22 Sayı: 4

Kaynak Göster

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. Mart 2010;22(4):333-340.
Chicago Sener, Sıddık, Hikmet Sener, ve Varol Koç. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science 22, sy. 4 (Mart 2010): 333-40.
EndNote Sener S, Sener H, Koç V (01 Mart 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, ve V. Koç, “Drying Effect of Normal and High Strength Concrete Cylinders with Different Sizes”, Gazi University Journal of Science, c. 22, sy. 4, ss. 333–340, 2010.
ISNAD Sener, Sıddık vd. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science 22/4 (Mart 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 vd. “Drying Effect of Normal and High Strength Concrete Cylinders With Different Sizes”. Gazi University Journal of Science, c. 22, sy. 4, 2010, ss. 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.