Research Article
Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems
Table 5
Summary of the experimental and FE load-deflection responses.
| | Beam ID | Experimental results | FE response | | Ultimate load (kN) | Deflection at ultimate load (mm) | Ultimate load (kN) | Deflection at ultimate load (mm) |
| | CT-1.0 | 383 | 2.17 | 379 | 2.70 | | SB-2SJ-1.0 | 567 | 3.47 | 560 | 3.60 | | SB-3SJ-1.0 | 628 | 3.10 | 631 | 3.25 | | CT-1.5 | 286 | 4.40 | 295 | 4.70 | | SB-2SJ-1.5 | 402 | 5.20 | 396 | 6.00 | | SB-3SJ-1.5 | 482 | 4.10 | 482 | 6.00 | | CT-2.0 | 276 | 7.00 | 285 | 6.90 | | SB-2SJ-2.0 | 346 | 7.50 | 317 | 9.00 | | SB-3SJ-2.0 | 353 | 4.14 | 356 | 7.20 |
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