Table 2 Measured material properties of fine iron wires under the quasi-static loading.
From: Seismic Analysis on Recycled Aggregate Concrete Frame Considering Strain Rate Effect
Properties | Diameter (mm) | Yield strength f y (MPa) | Ultimate strength f u (MPa) | Elastic modulus E s (GPa) | |
|---|---|---|---|---|---|
Specimens | 8# | 4.01 | 274.11 | 377.81 | 182.01 |
10# | 3.53 | 247.00 | 365.05 | 148.00 | |
14# | 2.21 | 261.84 | 368.74 | 134.01 | |