5Aiellol M A,Ombres L.Cracking and deformability analysis of reinforced concrete beams strengthened with externally bonded carbon fiber reinforced polymer sheets[J].Journal of Materials in Civil Engineering,ASCE,2004,16(5):392-399. 被引量：1
6Brena S F,Marci B M.Effect of carbon-fiber-reinforced polymer laminate configuration on the behavior of strengthened reinforced concrete beams[J].Journal of Composites for Construction,A S CE,2004,8 (3):229-240. 被引量：1
7Rabinovitch O,Frostig Y.Experiments and analytical comparison of RC beams strengthened with CFRP composites[J].Composites Part B:Engineering,2003,34(8):663-677. 被引量：1
8Byong Y,Bahnl,Ronald S,et al.Flexural behavior of reinforced concrete beams strengthened with CFRP sheets and epoxy mortar[J].Journal of Composites for Construction,ASCE,2008,12(4):387-395. 被引量：1
9Oualid Limam,Gilles Foret,Alain Ehrlacher.RC beams strengthened with composite material:a limit analysis approach and experimental study[J].Journal of Composites for Construction,ASCE,2003,59 (4):467-477. 被引量：1
10Chen Jianfei,Teng Jinguang.Anchorage strength models for FRP and steel plates bonded to concrete[J].Journal of Structural Engineering,2001,127 (7):784-791. 被引量：1
