Research Article
Performance of Retrofitted Self-Compacting Concrete-Filled Steel Tube Beams Using External Steel Plates
Table 8
Modulus of toughness and relative ductility.
| Group name | Designation of beams | Modulus of toughness (kN·mm) | Relative ductility index (RDI) |
| Group A (single bottom plate) | CB-A | 7841.9 | 1.00 | IB-PL-SB | 3201.1 | 0.41 | IB-FL-SB | 4120.9 | 0.53 | RB-PL-SB | 2776.5 | 0.35 | RB-FL-SB | 5511.5 | 0.70 |
| Group B (top and bottom plates) | CB-B | 7832.3 | 1.00 | IB-PL-TB | 3824.8 | 0.49 | IB-FL-TB | 4470.1 | 0.57 | RB-PL-TB | 3338.2 | 0.43 | RB-FL-TB | 5864.4 | 0.75 |
| Group C (double bottom plates) | CB-C | 7754.4 | 1.00 | IB-PL-DB | 3980.2 | 0.51 | IB-FL-DB | 3801.3 | 0.49 | RB-PL-DB | 2742.1 | 0.35 | RB-FL-DB | 4884.5 | 0.63 |
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