Research Article
Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connections
Table 3
ABAQUS CDP model parameters.
| Description | Used value |
| Dilation angle (ψ) | 35° (calibrated) | Eccentricity (ɛ) | 0.1 (default) | Shape factor (Kc) | 0.667 (default) | Stress ratio (σb0/σc0) | 1.16 (default) | Viscosity parameter | 0.0003 (calibrated) |
|
|