Skip to main content

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