Experimental and Numerical Simulation Studies of RC Beams under the Actions of Equal Energy Impact Loads

Table 3

Parameter table of concrete damage plasticity model.

Mass density	Young’s modulus	Poisson’s ratio	Dilatancy angle	Eccentricity		k	Viscosity parameter
2450 kg/m^3	3.25 × 10^4 MPa	0.2	35°	0.1	1.16	0.6667	0.0005