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...
| Hlavní autoři: | , , , , , |
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| Médium: | Článek |
| Jazyk: | English |
| Vydáno: |
Frontiers Media S.A.
2023-03-01
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| Edice: | Frontiers in Materials |
| Témata: | |
| On-line přístup: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1126806/full |