Crack sliding model for non-shear FRP-reinforced slender concrete elements under shear
Fiber-reinforced polymer (FRP)-reinforced concrete (RC) elements fail under one-way shear in a devastating and complicated manner with no adequate warning. In recent decades, there has been pioneering research in this area; however, there is no agreement among researchers regarding mechanically-base...
| Autors principals: | , , , , , |
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| Format: | Article |
| Idioma: | English |
| Publicat: |
Frontiers Media S.A.
2023-03-01
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| Col·lecció: | Frontiers in Materials |
| Matèries: | |
| Accés en línia: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1126806/full |