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.

BeamMoments at failure (kNm)Moments based on elastic analysis (kNm)Achieved percentage of moment redistribution at failure (%)
Middle supportLeft midspanRight midspanMiddle supportMidspan

S1-1545.139.239.946.638.83.1
G1-040.332.733.940.133.4āˆ’0.5
G1-1529.238.838.540.033.326.9
G1-2533.838.238.741.534.618.5
G2-050.631.234.043.436.2āˆ’16.4
G2-1535.341.938.343.336.118.5
G2-2535.046.845.747.839.826.7