Table 8 Concrete damage parameters.
From: Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection
CDP parameters | Input values |
|---|---|
Poissonās Ratio | 0.18 |
Youngās Modulus (E) | 27386.127Ā N/mm2 |
Dilation Angle (Ļ) | 12Ā° |
Initial Biaxial/Uniaxial ratio | 1.16 |
Ratio of second stress invariant on tensile meridian (Kc) | 0.667 |
Viscosity parameter | 0.05 |
Flow potential eccentricity (e) | 0.1 |
