Table 1 Mechanical Parameters of the Model.
From: Peridynamics analysis of crack propagation in concrete considering random aggregate distribution
Material type | Elastic modulus (GPa) | Critical elongation (\(s_{0}\)) | Poisson’s ratio | Density (kg/m3) |
|---|---|---|---|---|
Cement mortar | 27.8 | 0.02 | 1/3 | 1500 |
Aggregate | 55.3 | 0.04 | 1/3 | 2500 |
Interface | 25 | 0.01 | 1/3 | 1200 |
