Research Article
Rehabilitation of Shear-Damaged Reinforced Concrete Beams Using Self-Compacting Concrete Jacketing
Table 5
Experimental results.
| | Beam name | (kN) | (kN) | (kN) | | Observed
failure mode |
| | B1 | — | 108.0 | — | 1.0 | Shear | | B1-J | 315.3 | 322.3 | 214.3 | 1.3 | Shear | | B2 | 29.9 | 36.4 | — | 5.0 | Flexure-Shear | | B2-J | 41.5 | 55.2 | 18.8 | 11.0 | Flexure-Shear | | B3 | — | 56.2 | — | 1.0 | Shear | | B3-J | 69.8 | 84.0 | 27.8 | 23.2 | Flexure | | B4 | — | 57.2 | — | 1.0 | Shear | | B4-J | 69.3 | 79.9 | 22.7 | 21.7 | Flexure | | B5 | 58.7 | 61.7 | — | 1.3 | Shear | | B5-J | 70.8 | 83.0 | 21.3 | 19.4 | Flexure |
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