Finite Element Modeling of Mode I Failure of the Single Contoured Cantilever CFRP-Reinforced Concrete Beam

Table 4

Summary of FE material input values.

Material	Young’s; modulus	Poisson’s; ratio	Fracture; energy
Concrete	30 GPa	0.18	N/A
LVL contour	13 GPa	0.30	N/A
Cohesive	102 GPa	N/A	134 J/m^2
CFRP	235 GPa	0.15	N/A