Research Article
Study on Mechanical Behavior of Fully Encased Composite Slender Columns with High-Strength Concrete Using FEM Simulation
Table 9
Material properties of selected FEC test columns for validation.
| References | Column ID | Concrete | Structural steel | Reinforcement | f cm(MPa) | E c(GPa) | | F y(MPa) | | F y(MPa) | F y(MPa) | E s(GPa) | |
| [4] | A1 | 65.6 | 33.79 | 0.2 | 379 | 0.3 | 358 | 224/205.8 | 0.3 | [14] | C7 | 31.7 | 31.10 | 0.2 | 240 | 0.3 | 400 | 320 | 200 | 0.3 | C9 | 31.1 | 30.92 | 0.2 | 240 | 0.3 | 400 | 320 | 200 | 0.3 | [6] | S690-C90-SP60-H | 94.6 | 43.17 | 0.2 | 739/887 | 0.3 | 578 | 510 | 200 | 0.3 |
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