Structural Behavior of Retrofitted Reinforced SCC Continuous Deep Beam With CFRP and Hybrid Techniques | ||
| Engineering and Technology Journal | ||
| Article 11, Volume 39, Issue 7, July 2021, Pages 1153-1163 PDF (1.35 M) | ||
| Document Type: Research Paper | ||
| DOI: 10.30684/etj.v39i7.1928 | ||
| Authors | ||
| Wisam J. Al -Bdari* 1; Nabeel A. Al-Bayati2; Ihsan Ali Al-Shaarbaf3 | ||
| 1Civil Engineering Department, University of Technology - Iraq | ||
| 2Ashur University College - Iraq | ||
| 3Civil engineering- college of esraa - Iraq | ||
| Abstract | ||
| In this research, the results of experimental test of seven reinforced SCC continuous deep beams after being retrofitting by CFRP with different techniques. The main objective of the current research is to investigate the structural behavior in the shear performance and failure modes. The first beam tested up to failure and assumed as reference beam, while remaining six beams firstly loaded with 65% of ultimate load capacity then retrofitted by three systems namely: externally bonded reinforcing (EBR) by CFRP strips, near surface mounted technique (NSM) CFRP rods and the third system was hybrid technique by composite between EBR CFRP strips and NSM CFRP rods. The experimental results show that applying the EBR CFRP strips in a vertical direction improved the loading capacity in comparison with the horizontal direction. On the other hand, the NSM CFRP rods applied in horizontal direction presented higher values in both ultimate loading capacity and final deflection, where the increasing in ultimate load capacity about 43.48%, and the increasing in deflection about 33.5% compared with control beam. Therefore, it can be concluded that applying the hybrid technique is more efficient when the EBR strips and NSM bars applied in the vertical, and the horizontal directions, respectively. | ||
| Keywords | ||
| Deep beams; Self-compacting concrete; continuous; retrofitting; Carbon fiber polymer; NSM; EBR | ||
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