Table 3 Test results of beams.
From: Flexural performance of RC beams strengthened with CFF and SCCFL sheets under cyclic loading
Beams | Ultimate Load (kN) | Average Ultimate Load (kN) | S.D (kN) | Deflection at Ultimate Load (mm) | Average deflection (mm) | S.D (mm) | Moment Capacity (kNm) | Average Moment Capacity (kNm) | S.D (kNm) |
|---|---|---|---|---|---|---|---|---|---|
C1 | 37.8 | 38.66 | 1.13 | 4.1 | 3.97 | 0.12 | 18.90 | 19.32 | 0.57 |
C2 | 38.2 | Â | Â | 3.9 | Â | Â | 19.10 | Â | Â |
C3 | 39.9 | Â | Â | 3.9 | Â | Â | 19.95 | Â | Â |
CF11 | 48.5 | 50.07 | 1.56 | 3.17 | 3.27 | 0.15 | 24.25 | 25.33 | 0.78 |
CF12 | 51.6 | Â | Â | 3.45 | Â | Â | 25.80 | Â | Â |
CF13 | 50.01 | Â | Â | 3.2 | Â | Â | 25.00 | Â | Â |
CF21 | 54.6 | 56.03 | 1.31 | 3.2 | 3.08 | 0.14 | 27.30 | 28.03 | 0.65 |
CF22 | 57.2 | Â | Â | 3.1 | Â | Â | 28.60 | Â | Â |
CF23 | 56.3 | Â | Â | 2.93 | Â | Â | 28.15 | Â | Â |
CS11 | 64.8 | 63.73 | 1.15 | 2.8 | 2.72 | 0.07 | 32.40 | 31.87 | 0.58 |
CS12 | 63.9 | Â | Â | 2.67 | Â | Â | 31.95 | Â | Â |
CS13 | 62.5 | Â | Â | 2.7 | Â | Â | 31.25 | Â | Â |
CS21 | 78.6 | 77.9 | 0.7 | 2.1 | 2.15 | 0.28 | 39.30 | 38.95 | 0.35 |
CS22 | 77.2 | Â | Â | 1.9 | Â | Â | 38.60 | Â | Â |
CS23 | 77.9 | Â | Â | 2.45 | Â | Â | 38.95 | Â | Â |