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Please use this identifier to cite or link to this item:
http://hdl.handle.net/11129/2400
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| Title: | ESTIMATING COMPRESSIVE STRENGHT OF STEEL FIBER REINFORCED CONCRERTE BY MATURITY METHOD |
| Authors: | Kamkar, Saeid
Eren, Özgür
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering |
| Keywords: | Maturity Method
Steel Fiber Reinforced Concrete and Compressive Strength |
| Issue Date: | Sep-2014 |
| Citation: | Kamkar S, Eren Ö, “Estimating compressive strength of steel fiber reinforced concrete by maturity method”, ACE2014, 11th International Congress on Advances in Civil Engineering, 21-25 October 2014, Istanbul, Turkey, ITU Süleyman Demirel Cultural Center, Paper No. 1002. |
| Abstract: | This paper presents estimation of compressive strength of hooked-end steel fiber reinforced concrete by maturity method. Three different curing temperatures (12˚, 22˚and 32˚C) were utilized for this study. The compressive strength of these concretes were estimated for four different volume fraction of fiber (0.5%, 1%, 1. 5% and 2% by volume of concrete).The compressive strength test were done for all samples at the ages of 1, 3, 7 , 14 and 28 days. Temperature-time factor were calculated for all specimens. The results show that concrete with 1.5 percent fiber has the highest temperature-time factor and compressive strength among all curing temperatures. Results show that temperature-time factor increases by increasing the volume fraction of fiber up to 1.5%. |
| URI: | http://hdl.handle.net/11129/2400 |
| Appears in Collections: | Conference Papers and Presentations – Civil Engineering
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