Research Article
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/m2 | CFRP | 235 GPa | 0.15 | N/A |
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