Table 1 Material properties of each phase in FRP-to-concrete bonded joints (Yao et al. 2005; Bai 2013).
From: Dual-Horizon Peridynamics Analysis of Debonding Failure in FRP-to-Concrete Bonded Joints
Material | Thickness (mm) | Tensile strength (MPa) | Elastic modulus (GPa) | Ultimate tensile strain (%) |
|---|---|---|---|---|
CFRP | 0.165 | 4114 | 256 | 1.61 |
GFRP | 1.27 | 351 | 22.5 | 1.56 |
Adhesive | 1 | 60 | 2 | 3 |
Concrete | 150 | 1.01–1.89 | 23.9–34.3 | 0.00423–0.00551 |