Table 3 Material properties used for the monotonic uniaxial compressive test.
From: A New 3D Empirical Plastic and Damage Model for Simulating the Failure of Concrete Structure
\( E_{0} \,\)(Gpa) | \( \nu \) | \( f_{u}^{ - }\, \)(MPa) | \( \varepsilon_{u}^{ - } \,\)(1.0E−3) |
|---|---|---|---|
31.70 | 0.20 | −27.63 | −1.60 |
\( \alpha_{a} \) | \( \alpha_{d} \) | \( Q^{ - } \,\)(MPa) | \( b^{ - } \,\) |
|---|---|---|---|
2.05 | 1.22 | 37.00 | 3173 |