Research Article
Strengthening of RCC Beams in Shear by Using SBR Polymer-Modified Ferrocement Jacketing Technique
Table 5
Test results of controlled DB and SDB.
| | Designation of beams | a/d ratio | Avg. ultimate load value (kN) | Avg. deflection at ultimate load (mm) | Calculated load value for different stress levels (kN) | | 45% | 75% | 95% |
| | DB-ad-1 | 1 | 145.68 | 5.899 | 65.56 | 109.26 | 138.40 | | DB-ad-3 | 3 | 64.53 | 11.674 | 29.04 | 48.40 | 61.30 | | SDB-ad-1 | 1 | 144.28 | 6.857 | 64.93 | 108.21 | 137.07 | | SDB-ad-3 | 3 | 59.55 | 10.371 | 26.80 | 44.66 | 56.57 |
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