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Experimental Study on Flexural Strength of RC Beams Strengthened with Continuous Carbon Fiber Sheet

Zhao Tong Xie Jian Dai Ziqiang  
Nine simply supported beams strengthened with carbon fiber sheet (CFS) are tested.Experimental results indicate that CFS can evidently increase the yield load when the longitudinal reinforcement reaches its yield point and the ultimate load of the reinforced concrete beams subjected to bending.The hypothesis of plane sections is also verified by the experiment.Based on the experiment,a computer analysis program is developed and a simplified design formula is proposed.The design method can meet the engineering requirements.
【Fund】: 国际合作研究项目! (日本文部省 No .10 0 45 0 5 5 )
【CateGory Index】: TU375.1
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