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...

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Hlavní autoři: Amr El-said, Ahmed Awad, Taha A. El-Sayed, Yasin Onuralp Özkılıç, A. Deifalla, Maged Tawfik
Médium: Článek
Jazyk:English
Vydáno: Frontiers Media S.A. 2023-03-01
Edice:Frontiers in Materials
Témata:
On-line přístup:https://www.frontiersin.org/articles/10.3389/fmats.2023.1126806/full