Krasniqi, Cene and Kabashi, Naser and Krasniqi, Enes and Kaqi, Vlorian (2018) Comparison of the behavior of GFRP reinforced concrete beams with conventional steel bars. Pollack Periodica, 13 (3). pp. 141-150. ISSN 1788-1994
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Abstract
Concrete beams reinforced with glass fiber-reinforced polymer bars exhibit large deflections and crack widths compared with concrete members reinforced with conventional steel. In this work, the current design methods for predicting deflections under loading and crack widths are developed using the same theory with some additional parameters. Based on the research work presented in this paper and past studies, a theoretical correlation for predicting the crack width and deflection is proposed by testing six concrete beams; specifically two sets are reinforced with different glass fiber-reinforced polymer of reinforcement ratios and one set is used as the control beam. The research objective is to analyze the behavior of the beams under loading and obtain the differences in their behavior in terms of the following parameters: deflections; cracks, and general bearing capacity.
| Item Type: | Article |
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| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| Depositing User: | Erika Bilicsi |
| Date Deposited: | 01 Aug 2019 09:47 |
| Last Modified: | 31 Dec 2020 00:34 |
| URI: | http://real.mtak.hu/id/eprint/95015 |
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