Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads
In this paper, an experimental and numerical study was achieved to investigate the behavior of masonry beams internally reinforced using carbon fiber-reinforced polymer (CFRP) and hybrid steel/CFRP reinforcements. Three beams were built using concrete bricks and grout mortar. The brick was designed...
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2023-10-01
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| Series: | Fracture and Structural Integrity |
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| Online Access: | https://www.fracturae.com/index.php/fis/article/view/4119/3851 |
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| author | Mahmoud Zaghlal Alaa El-Sisi� Mohamed Husain Samar Samy |
| author_facet | Mahmoud Zaghlal Alaa El-Sisi� Mohamed Husain Samar Samy |
| author_sort | Mahmoud Zaghlal |
| collection | DOAJ |
| description | In this paper, an experimental and numerical study was achieved to investigate the behavior of masonry beams internally reinforced using carbon fiber-reinforced polymer (CFRP) and hybrid steel/CFRP reinforcements. Three beams were built using concrete bricks and grout mortar. The brick was designed with two holes that were filled with grout before placing the rebar inside. One beam was built without shear reinforcement, and the other two were with shear reinforcement. Material characterization tests were performed to evaluate the compressive strength of the brick and the masonry cube and the flexural strength of the masonry prism. The masonry cubes were prepared and tested to evaluate their equivalent mechanical properties. The beams were tested in three-point bending with an effective simply supported span of 840 mm where the load deformations and failure loads were monitored. Finite element models were built using ANSYS and validated with experimental results. Additional beam models were analyzed to study the effect of shear reinforcement spacing from 0.78d to 0.39d and more hybrid reinforcement configurations. Results showed that using equivalent material properties in numerical modeling instead of modeling bricks and mortar was acceptable. In addition, using shear reinforcement with a spacing of 0.78 d didn't enhance the shear behavior of the spacing. Finally, the hybrid steel/CFRP-reinforced beam with shear reinforcement achieved the highest capacity compared to the two other beams. |
| format | Article |
| id | doaj-art-cc7372d5e6ea4afd983bed5075349897 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2023-10-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-cc7372d5e6ea4afd983bed50753498972025-02-03T10:44:05ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932023-10-01176611610.3221/IGF-ESIS.66.0110.3221/IGF-ESIS.66.01Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loadsMahmoud ZaghlalAlaa El-Sisi�Mohamed HusainSamar SamyIn this paper, an experimental and numerical study was achieved to investigate the behavior of masonry beams internally reinforced using carbon fiber-reinforced polymer (CFRP) and hybrid steel/CFRP reinforcements. Three beams were built using concrete bricks and grout mortar. The brick was designed with two holes that were filled with grout before placing the rebar inside. One beam was built without shear reinforcement, and the other two were with shear reinforcement. Material characterization tests were performed to evaluate the compressive strength of the brick and the masonry cube and the flexural strength of the masonry prism. The masonry cubes were prepared and tested to evaluate their equivalent mechanical properties. The beams were tested in three-point bending with an effective simply supported span of 840 mm where the load deformations and failure loads were monitored. Finite element models were built using ANSYS and validated with experimental results. Additional beam models were analyzed to study the effect of shear reinforcement spacing from 0.78d to 0.39d and more hybrid reinforcement configurations. Results showed that using equivalent material properties in numerical modeling instead of modeling bricks and mortar was acceptable. In addition, using shear reinforcement with a spacing of 0.78 d didn't enhance the shear behavior of the spacing. Finally, the hybrid steel/CFRP-reinforced beam with shear reinforcement achieved the highest capacity compared to the two other beams.https://www.fracturae.com/index.php/fis/article/view/4119/3851experimentalansyscfrphybrid reinforcementstatic loadingmasonry beams |
| spellingShingle | Mahmoud Zaghlal Alaa El-Sisi� Mohamed Husain Samar Samy Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads Fracture and Structural Integrity experimental ansys cfrp hybrid reinforcement static loading masonry beams |
| title | Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads |
| title_full | Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads |
| title_fullStr | Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads |
| title_full_unstemmed | Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads |
| title_short | Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads |
| title_sort | experimental and numerical investigations of cfrp reinforced masonry beams performance under bending loads |
| topic | experimental ansys cfrp hybrid reinforcement static loading masonry beams |
| url | https://www.fracturae.com/index.php/fis/article/view/4119/3851 |
| work_keys_str_mv | AT mahmoudzaghlal experimentalandnumericalinvestigationsofcfrpreinforcedmasonrybeamsperformanceunderbendingloads AT alaaelsisi experimentalandnumericalinvestigationsofcfrpreinforcedmasonrybeamsperformanceunderbendingloads AT mohamedhusain experimentalandnumericalinvestigationsofcfrpreinforcedmasonrybeamsperformanceunderbendingloads AT samarsamy experimentalandnumericalinvestigationsofcfrpreinforcedmasonrybeamsperformanceunderbendingloads |