Research Article
Rehabilitation of Shear-Damaged Reinforced Concrete Beams Using Self-Compacting Concrete Jacketing
Table 6
Calculations and monolithic factors.
| | Beam name |
(kN) |
(kN) |
(kN) |
(kN) | Expecte failure
mode |
(kN) | | |
(kN) | | |
| | B1 | 291.7 | 365.7 | 169.8 | 161.3 | Shear | — | — | — | 161.3 | 0.67 | — | | B1-J | 324.1 | 400.6 | 450.0 | 385.0 | Flexure-shear | 324.1 | — | 0.97 | 385.0 | — | 0.84 | | B2 | 31.2 | 39.5 | 59.2 | 39.2 | Flexure-shear | 31.2 | 0.96 | — | 39.2 | 0.93 | — | | B2-J | 47.2 | 56.7 | 96.8 | 91.2 | Flexure | 47.2 | — | 0.88 | 56.7 | — | 0.97 | | B3 | 60.4 | 67.2 | 54.8 | 51.0 | Shear | — | — | — | 51.0 | 1.10 | — | | B3-J | 70.3 | 79.7 | 118.0 | 130.4 | Flexure | 70.3 | — | 0.99 | 79.7 | — | 1.05 | | B4 | 60.7 | 73.9 | 64.2 | 56.2 | Shear | — | — | — | 56.2 | 1.02 | — | | B4-J | 70.0 | 84.8 | 107.2 | 122.7 | Flexure | 70.0 | — | 0.99 | 84.8 | — | 0.94 | | B5 | 60.4 | 67.0 | 66.6 | 64.3 | Flexure-shear | 60.4 | 0.97 | — | 64.3 | 0.96 | — | | B5-J | 69.9 | 79.7 | 101.6 | 131.1 | Flexure | 69.9 | — | 1.01 | 79.7 | — | 1.04 |
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