Experimental study on strengthening of RC beams with Side Near Surface Mounted technique-CFRP bars
| Autor: | Abdelouahab Khelil, Rémi Boissiere, Firas Al Mahmoud, Julien Mercier, Mohammad Abdallah |
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| Přispěvatelé: | Institut Jean Lamour (IJL), Université de Lorraine (UL)-Institut de Chimie du CNRS (INC)-Centre National de la Recherche Scientifique (CNRS) |
| Jazyk: | angličtina |
| Rok vydání: | 2020 |
| Předmět: |
Alternative methods
Carbon fiber reinforced polymer Materials science RC beam business.industry 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology Structural engineering CFRP rods Reinforced concrete Load carrying Rod 0201 civil engineering Experimental [SPI]Engineering Sciences [physics] Flexural strength Deflection (engineering) 021105 building & construction Ceramics and Composites Flexural behavior SNSM reinforcement business Failure mode and effects analysis Civil and Structural Engineering |
| Zdroj: | Composite Structures Composite Structures, Elsevier, 2020, 234, pp.111716. ⟨10.1016/j.compstruct.2019.111716⟩ |
| ISSN: | 0263-8223 |
| DOI: | 10.1016/j.compstruct.2019.111716⟩ |
| Popis: | International audience; This paper presents an experimental program that was carried out for the purpose of studying the global flexural performance of reinforced concrete beams strengthened internally with Carbon Fiber Reinforced Polymer (CFRP) rods using the Side Near Surface Mounted (SNSM) technique. The CFRP rods were placed laterally, adjacent to the longitudinal steel bars inside precut grooves. The strengthening length and position of CFRP rods as well as the type of filling material were the main variables investigated in this study. Moreover, a detailed comparison between the Side Near Surface Mounted (SNSM) and the Near Surface Mounted (NSM) techniques for the strengthening of RC beams using CFRP rods was conducted as well; in order to validate and assess the effectiveness of the SNSM technique.The test results showed that using the SNSM-CFRP rods technique allowed improving in a significant way the load carrying capacity of RC beams but decreased their ductility along the deflection at maximum load. The results obtained indicated that the failure mode was influenced by the length of CFRP rods and the filling material characteristics, while the strengthening position did not have significant impact. The SNSM strengthening technique can be used as an alternative method to the NSM method, and in some cases, it may be used to prevent the non-conventional failure modes, due to degradation of the NSM strengthening system, such as the pull out of CFRP-rods or premature debonding failure. The conventional analytical model accurately predicted the strength capacity and mid-span deflection of the SNSM strengthened beams. |
| Databáze: | OpenAIRE |
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