Table 2 Material constants identified from the experiment results of Taylor (1992).
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 | 3.40 |
\( \varepsilon_{0}^{ + } \ \)(1.0E−4) | \( \alpha_{t} \) | \( h^{ + }\ \)(MPa) |
|---|---|---|
1.26 | 3.61 | 4436 |