Research Article
Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens
Table 2
FE governing parameters.
| FE governing parameters | Brick concrete | Stone concrete | Brick SFRC | Stone SFRC |
| Modulus of elasticity (psi) | 24,50,000 | 25,22,500 | 25,50,000 | 28,36,667 | Stress-strain relationship | From experiment | From experiment | From experiment | From experiment | Poisson’s ratio | 0.35 | 0.25 | 0.37 | 0.30 | Shear transfer coefficient for open crack | 0.3 | 0.3 | 0.3 | 0.3 | Shear transfer coefficient for closed crack | 0.6 | 0.6 | 1.0 | 1.0 | Tensile strength (psi) | 648 | 448 | 944 | 1104 |
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