Research Article
Experimental Research of Continuous Concrete Beams with GFRP Reinforcement
Table 4
Moments at failure, moments based on elastic analysis, and achieved percentage of moment redistribution.
| Beam | Moments at failure (kNm) | Moments based on elastic analysis (kNm) | Achieved percentage of moment redistribution at failure (%) | Middle support | Left midspan | Right midspan | Middle support | Midspan |
| S1-15 | 45.1 | 39.2 | 39.9 | 46.6 | 38.8 | 3.1 | G1-0 | 40.3 | 32.7 | 33.9 | 40.1 | 33.4 | ā0.5 | G1-15 | 29.2 | 38.8 | 38.5 | 40.0 | 33.3 | 26.9 | G1-25 | 33.8 | 38.2 | 38.7 | 41.5 | 34.6 | 18.5 | G2-0 | 50.6 | 31.2 | 34.0 | 43.4 | 36.2 | ā16.4 | G2-15 | 35.3 | 41.9 | 38.3 | 43.3 | 36.1 | 18.5 | G2-25 | 35.0 | 46.8 | 45.7 | 47.8 | 39.8 | 26.7 |
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