Research Article
Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams
Table 9
Ultimate load deflection: VecTor2 and experimental results.
| Beam number | Steel reinf. ratio, | Load at ultimate stage (kN) | Deflection at rupture (mm) | Ratio | Exp | VecTor2 | Exp | VecTor2 | Vec2/Exp | Vec2/Exp |
| B1 | 0.558 | 87.27 | 117.8 | 18.41 | 19.99 | 1.35 | 1.09 | B2 | 0.388 | 91.76 | 106.4 | 17.84 | 11.24 | 1.16 | 0.63 | B3 | 0.993 | 210.92 | 195.4 | 32.08 | 29.17 | 0.93 | 0.91 | B4 | 0.752 | 122.55 | 132.7 | 26.45 | 21.04 | 1.08 | 0.80 | B5 | 1.272 | 238.5 | 244.2 | 41.41 | 36.99 | 1.02 | 0.89 | B6 | 1.49 | 301.08 | 280.5 | 40.00 | 37.94 | 0.93 | 0.95 | B7 | 1.986 | 295.48 | 334.8 | 18.33 | 16.74 | 1.13 | 0.91 | B8 | 2.03 | 292.08 | 344.6 | 16.84 | 16.60 | 1.18 | 0.91 |
| Mean | 1.10 | 0.90 |
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