Table 4 Material parameters used for the monotonic uniaxial tensile test.
From: A New 3D Empirical Plastic and Damage Model for Simulating the Failure of Concrete Structure
\( E_{0}\, \)(Gpa) | \( \nu \) | \( f_{0}^{ + } \,\)(MPa) |
|---|---|---|
31.00 | 0.2 | 3.45 |
\( \varepsilon_{0}^{ + } \, \)(1.0E−4) | \( \alpha_{t} \) | \( h^{ + } \,\)(MPa) |
|---|---|---|
1.27 | 3.71 | 10,304 |