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...
Հիմնական հեղինակներ: | , , , , , |
---|---|
Ձևաչափ: | Հոդված |
Լեզու: | English |
Հրապարակվել է: |
Frontiers Media S.A.
2023-03-01
|
Շարք: | Frontiers in Materials |
Խորագրեր: | |
Առցանց հասանելիություն: | https://www.frontiersin.org/articles/10.3389/fmats.2023.1126806/full |