Research Article
Finite Element Analysis of a Reinforced Concrete Dapped-End Beam under the Effects of Impact Velocity and Dapped-End Beam Cross-Section Geometry
Table 3
Input material data for concrete.
| | Dilation angle (Ψ) | 36° | | Eccentricity (ϵ) | 0.1 | | Biaxial/uniaxial (ƒbo⁄ƒco) | 1.16 | | Κc ratio of the second stress invariant in tension to that in compression | 0.667 | | Viscosity parameter | 0.0001 | | Density | 2400 kg/m3 | | Young’s modulus | 20 GPa | | Poisson’s ratio | 0.2 |
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