纤维织物增强高延性混凝土加固RC梁的受弯性能

张敏,邓明科,智奥龙,宋诗飞,陈晖

Flexural behavior of RC beams strengthened by textile-reinforced highly ductile concrete

Min ZHANG,Ming-ke DENG,Ao-long ZHI,Shi-fei SONG,Hui CHEN

表 6 梁试件受弯承载力计算结果与试验结果比较

Tab.6 Comparison for calculation values and test results of flexural capacity of beam specimens

试件编号 $ {P_{{\text{u,t}}}} $/ kN $ {P_{{\text{u,cal}}}} $/ kN ${ {P_{ {\text{u,cal} } } } } /{ {P_{ {\text{u,t} } } } }$ B1 96.15 107.32 1.12 B2 109.72 115.43 1.05 B3 118.79 119.12 1.00 B4 133.87 124.76 0.93 B5 164.10 158.89 0.97 B6 175.52 164.46 0.94 B7 183.64 167.03 0.91 B8 194.30 170.99 0.88 B9 187.66 167.03 0.89 B10 193.72 167.03 0.86