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 compression0.667
Viscosity parameter0.0001
Density2400 kg/m3
Young’s modulus20 GPa
Poisson’s ratio0.2