Research Article
A Simplified Methodology of European Steel Characterization on Theoretic Structural Application with Buckling Restrained Braces
Table 2
Regression values obtained for the steel used for specimens.
| | (MPa) | (MPa) | | (GPa) | | | |
| 185 | 217.5360 | 320.6150 | 1.4745 | 219.9688 | 0.0010 | 0.2646 | 42.83 | 235 | 254.7160 | 381.1400 | 1.4897 | 216.1638 | 0.0012 | 0.2438 | 40.30 | 250 | 266.6500 | 399.0050 | 1.4897 | 215.1100 | 0.0013 | 0.2378 | 39.55 | 275 | 287.3400 | 428.4800 | 1.4856 | 213.4438 | 0.0014 | 0.2279 | 38.28 | 300 | 309.0300 | 457.5800 | 1.4766 | 211.8900 | 0.0015 | 0.2183 | 37.02 | 355 | 360.2680 | 520.2800 | 1.4421 | 208.8678 | 0.0017 | 0.1980 | 34.23 | 400 | 405.7900 | 570.2300 | 1.4016 | 206.8000 | 0.0019 | 0.1823 | 31.96 | 460 | 471.5260 | 634.9400 | 1.3355 | 204.6100 | 0.0023 | 0.1626 | 28.92 | 500 | 518.5500 | 676.8800 | 1.2866 | 203.5100 | 0.0025 | 0.1503 | 26.90 | 690 | 776.8740 | 862.9850 | 1.0653 | 202.2180 | 0.0038 | 0.1105 | 17.28 |
|
|
rows shaded indicate steels typically used mostly in Europe. |