Numerical Analysis of Shear Contribution of CFRP-Strengthened RC Beams by Different Bond-Slip Models
Abstract During a numerical investigation conducted using ABAQUS software, various bond-slip models for the FRP–concrete interface were evaluated to accurately predict the shear contribution of FRP in strengthening reinforced concrete (RC) beams. Three established bond-slip models were chosen to dev...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
SpringerOpen
2025-01-01
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| Col·lecció: | International Journal of Concrete Structures and Materials |
| Matèries: | |
| Accés en línia: | https://doi.org/10.1186/s40069-024-00728-2 |
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