External strengthening of shear deficient beams using AFRP and GFRP Fibers
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2023
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| _version_ | 1866902003343425536 |
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| author | Arya J Dhanya Krishnan |
| author_facet | Arya J Dhanya Krishnan |
| contents | The present study is focused on the nonlinear finite element analysis of Aramid Fiber reinforced polymer (AFRP) strengthened Shear deficient beams. In this study, the stirrup spacing of 750 mm is taken into account for shear deficient beams. The overall length of the chosen beam is 1800 mm and the cross section is 150 mm × 200 mm. Under two-point loading, the behavior of control, shear deficient and AFRP-strengthened beams is investigated. The validated numerical models are then used for studying the efficiency and effectiveness of various strengthening schemes using epoxy impregnated AFRP fabric. The parameters considered include load deformation behavior and percentage increase in maximum load carrying capacity of epoxy impregnated AFRP and GFRP specimens. |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_18334013 |
| institution | Zenodo |
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| publishDate | 2023 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | External strengthening of shear deficient beams using AFRP and GFRP Fibers Arya J Dhanya Krishnan Shear deficient beams Non-linear finite element analysis Two-point loading AFRP fabric GFRP The present study is focused on the nonlinear finite element analysis of Aramid Fiber reinforced polymer (AFRP) strengthened Shear deficient beams. In this study, the stirrup spacing of 750 mm is taken into account for shear deficient beams. The overall length of the chosen beam is 1800 mm and the cross section is 150 mm × 200 mm. Under two-point loading, the behavior of control, shear deficient and AFRP-strengthened beams is investigated. The validated numerical models are then used for studying the efficiency and effectiveness of various strengthening schemes using epoxy impregnated AFRP fabric. The parameters considered include load deformation behavior and percentage increase in maximum load carrying capacity of epoxy impregnated AFRP and GFRP specimens. |
| title | External strengthening of shear deficient beams using AFRP and GFRP Fibers |
| topic | Shear deficient beams Non-linear finite element analysis Two-point loading AFRP fabric GFRP |
| url | https://doi.org/10.5281/zenodo.18334013 |