Research Article
Study on Mechanical Behavior of Fully Encased Composite Slender Columns with High-Strength Concrete Using FEM Simulation
Table 8
Geometrical properties of selected FEC test columns for validation.
| References | Column ID | Dimensions | Reinforcements | Structural steel | B × D (mm) | L (mm) | Main bar | Tie bar | | Shape |
| [4] | A1 | 180 × 160 | 3500 | 4-Ø12 mm | Ø8@150 mm | 100 × 68 × 4.5 × 7.6 | I | [14] | C7 | 200 × 200 | 1400 | 4-Ø12 mm | Ø8@100 mm | 100 × 3.5 | Circular | C9 | 200 × 200 | 1400 | 4-Ø12 mm | Ø8@100 mm | No. 10 | I | [6] | S690-C90-SP60-H | 260 × 260 | 600 | 8-Ø13 mm | Ø10@60 mm | 160 × 160 × 10 × 18 | H |
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