Table 3 Parameters of concrete damage plasticity.
From: An Improved Linear Complementarity Solver for the Dynamic Analysis of Blast Loaded Structures
Parameters | Values |
|---|---|
Dilation angle (degrees) | 36 |
Eccentricity | 0.1 |
Bi-axial to uniaxial strength ratio | 1.16 |
Second stress invariant ratio | 0.67 |
Viscosity parameter | 0 |