Fig. 13
From: Dual-Horizon Peridynamics Analysis of Debonding Failure in FRP-to-Concrete Bonded Joints
Average maximum shear stress versus concrete strength.
Fig. 13 | International Journal of Concrete Structures and Materials
From: Dual-Horizon Peridynamics Analysis of Debonding Failure in FRP-to-Concrete Bonded Joints
Average maximum shear stress versus concrete strength.