Table 2 Characteristics of steels mechanical properties.
From: Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete
E a (MPa) | σ e (MPa) | ε u | σ r (MPa) |
|---|---|---|---|
200,000 | 400 | 0.01 | 400 |
From: Prediction of the Rupture of Circular Sections of Reinforced Concrete and Fiber Reinforced Concrete
E a (MPa) | σ e (MPa) | ε u | σ r (MPa) |
|---|---|---|---|
200,000 | 400 | 0.01 | 400 |