Crack sliding model for non-shear FRP-reinforced slender concrete elements under shear

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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Bibliographic Details
Main Authors: Amr El-said, Ahmed Awad, Taha A. El-Sayed, Yasin Onuralp Özkılıç, A. Deifalla, Maged Tawfik
Format: Article
Language:English
Published: Frontiers Media S.A. 2023-03-01
Series:Frontiers in Materials
Subjects:
one-way shear
FRP
crack sliding model
plasticity
slender
Online Access:https://www.frontiersin.org/articles/10.3389/fmats.2023.1126806/full

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