Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips
In 1981, many detached houses collapsed owing to the earthquake which took place at the coast of Miyagi Prefecture in Japan, because ferroconcrete was not used as the base of most of the collapsed houses. Therefore, the earthquake-proof design criterion was revised and it was obliged to use ferrocon...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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De Gruyter
2011-06-01
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| Series: | Science and Engineering of Composite Materials |
| Subjects: | |
| Online Access: | https://doi.org/10.1515/secm.2011.012 |
| _version_ | 1818578535995932672 |
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| author | Ben Goichi Sakata Kazuhiro Saito Kazuma |
| author_facet | Ben Goichi Sakata Kazuhiro Saito Kazuma |
| author_sort | Ben Goichi |
| collection | DOAJ |
| description | In 1981, many detached houses collapsed owing to the earthquake which took place at the coast of Miyagi Prefecture in Japan, because ferroconcrete was not used as the base of most of the collapsed houses. Therefore, the earthquake-proof design criterion was revised and it was obliged to use ferroconcrete as the base of detached houses ever since. However, there are still more than 10 million detached houses using aged concrete as the base in Japan. In this paper, a reinforcement method for the aged concrete is demonstrated by using the high performance carbon fiber reinforced plastic (CFRP) strips. Three kinds of concrete beams reinforced with the CFRP strips with different vertical insert positions and different numbers of the CFRP strips were tested by a four point bending test method. In order to clarify the effects of CFRP strips, a concrete beam without reinforcement was also tested. The results of the experiment showed that the maximum deflections of the concrete beams reinforced with the CFRP strip were more than 100 times larger than those of the concrete beams without reinforcement. Although the concrete beams without the CFRP strips collapsed instantly, the concrete beams reinforced with the CFRP strips gradually failed, which were similar to the plastic behavior of metals. This result means that the residents can afford to escape safely from the houses in the event of possible earthquakes. The experimental results were compared with the analytical ones obtained from the composite beam theory and the failure criterion. Both results showed good agreement and the effectiveness of base concrete reinforced with CFRP strips was demonstrated. |
| first_indexed | 2024-12-16T06:47:22Z |
| format | Article |
| id | doaj.art-313db3460e7c45589b36f218196e60af |
| institution | Directory Open Access Journal |
| issn | 0792-1233 2191-0359 |
| language | English |
| last_indexed | 2024-12-16T06:47:22Z |
| publishDate | 2011-06-01 |
| publisher | De Gruyter |
| record_format | Article |
| series | Science and Engineering of Composite Materials |
| spelling | doaj.art-313db3460e7c45589b36f218196e60af2022-12-21T22:40:30ZengDe GruyterScience and Engineering of Composite Materials0792-12332191-03592011-06-01181-2939710.1515/secm.2011.012Increase of bending strength and maximum deflection of concrete reinforced with CFRP stripsBen Goichi0Sakata Kazuhiro1Saito KazumaDepartment of Mechanical Engineering, College of Industrial Technology, NIHON University, 1-2-1, Izumicho Narashino 275-8575, JapanDepartment of Mechanical Engineering, College of Industrial Technology, NIHON University, 1-2-1, Izumicho Narashino 275-8575, JapanIn 1981, many detached houses collapsed owing to the earthquake which took place at the coast of Miyagi Prefecture in Japan, because ferroconcrete was not used as the base of most of the collapsed houses. Therefore, the earthquake-proof design criterion was revised and it was obliged to use ferroconcrete as the base of detached houses ever since. However, there are still more than 10 million detached houses using aged concrete as the base in Japan. In this paper, a reinforcement method for the aged concrete is demonstrated by using the high performance carbon fiber reinforced plastic (CFRP) strips. Three kinds of concrete beams reinforced with the CFRP strips with different vertical insert positions and different numbers of the CFRP strips were tested by a four point bending test method. In order to clarify the effects of CFRP strips, a concrete beam without reinforcement was also tested. The results of the experiment showed that the maximum deflections of the concrete beams reinforced with the CFRP strip were more than 100 times larger than those of the concrete beams without reinforcement. Although the concrete beams without the CFRP strips collapsed instantly, the concrete beams reinforced with the CFRP strips gradually failed, which were similar to the plastic behavior of metals. This result means that the residents can afford to escape safely from the houses in the event of possible earthquakes. The experimental results were compared with the analytical ones obtained from the composite beam theory and the failure criterion. Both results showed good agreement and the effectiveness of base concrete reinforced with CFRP strips was demonstrated.https://doi.org/10.1515/secm.2011.012beambending strengthcfrpconcretecomposite beam theoryexperiment |
| spellingShingle | Ben Goichi Sakata Kazuhiro Saito Kazuma Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips Science and Engineering of Composite Materials beam bending strength cfrp concrete composite beam theory experiment |
| title | Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips |
| title_full | Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips |
| title_fullStr | Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips |
| title_full_unstemmed | Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips |
| title_short | Increase of bending strength and maximum deflection of concrete reinforced with CFRP strips |
| title_sort | increase of bending strength and maximum deflection of concrete reinforced with cfrp strips |
| topic | beam bending strength cfrp concrete composite beam theory experiment |
| url | https://doi.org/10.1515/secm.2011.012 |
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