Table 4 Energy Dissipation capacities (kNmm).
From: Flexural performance of RC beams strengthened with CFF and SCCFL sheets under cyclic loading
Cycles | 1 | 2 | 3 | 4 | 5 | 6 | 7 |
|---|---|---|---|---|---|---|---|
C1 | 0.43 | 1.8 | 4.05 | 10.1 | 21.63 | 29.6 | 48.13 |
C2 | .45 | 1.9 | 4.1 | 10.5 | 21.9 | 29.9 | 48.5 |
C3 | .43 | 2 | 4.2 | 10.7 | 22 | 30 | 48.9 |
CF11 | 0.48 | 2.4 | 4.89 | 11.1 | 22.13 | 30.1 | 49.99 |
CF12 | 0.47 | 2.5 | 4.7 | 11.5 | 22.5 | 30.2 | 49.5 |
CF13 | 0.48 | 2.3 | 4.6 | 11.89 | 22.7 | 30 | 50 |
CF21 | 0.51 | 2.7 | 5.01 | 12.09 | 23.1 | 30.15 | 52 |
CF22 | 0.51 | 2.6 | 5.2 | 12.5 | 23.5 | 30.5 | 52.5 |
CF23 | 0.50 | 2.6 | 5.3 | 12.7 | 23.9 | 30.7 | 50 |
CS11 | 0.55 | 2.7 | 5.5 | 13.1 | 24.5 | 31.87 | 52.58 |
CS12 | 0.56 | 2.7 | 5.5 | 13.5 | 24.7 | 31.2 | 53 |
CS13 | 0.57 | 2.8 | 5.7 | 13.7 | 25 | 32 | 52 |
CS21 | 0.6 | 2.9 | 7.43 | 13.9 | 25.5 | 32.25 | 55.13 |
CS22 | 0.62 | 2.8 | 6.5 | 14.1 | 25 | 32.5 | 54 |
CS23 | 0.68 | 3.7 | 6.2 | 14.21 | 25.5 | 32.13 | 57.87 |
