Table 1 Material properties of steel rebar used in experimental specimens.
From: Numerical Modelling of Reinforced Concrete Slender Walls Subjected to Coupled Axial Tension–Flexure
Diameter (mm) | Yield strength fy (MPa) | Ultimate strength fu (MPa) | Ultimate strain δ (%) |
|---|---|---|---|
8 | 426.3 | 555.2 | 12.6 |
10 | 396.3 | 555.3 | 11.4 |
14 | 466.7 | 539.4 | 7.9 |