4Taljsten B,Carolin A.Concrete beams strengthened with near surface mounted CFRP laminates [A].Burgoyne C J.Fiber-Reinforced Plastic for Reinforced Concrete Structures(FRPRCS),Proceedings of the 5th International conference [C].Thomas Telford,UK,2002,1:107-116. 被引量：1
5Saadatmanesh H,Malek A M.Design guidelines for flexural strengthening of RC beams with FRP plates [J].Journal of Composites for Construction,ASCE,1998,2(4):158-164. 被引量：1
6El-Mihilmy M T,Tedesco J W.Analysis of reinforced concrete beams strengthened with FRP laminates [J].Journal of Structural Engineering,ASCE,2000,126(6):684-691. 被引量：1
7Lam L,Teng J G.Strength of cantilever RC slabs bonded with GFRP strips [J].Journal of Composites for Construction,ASCE,2001,5(4):221-227. 被引量：1
8Vilnay O.The analysis of reinforced concrete beams strengthened by epoxy bonded steel plates [J].The International Journal of Cement Composites and Lightweight Concrete,1988,10(2):73-78. 被引量：1
9Taljsten B.Strengthening of beams by plate bonding [J].Journal of Materials in Civil Engineering,ASCE,1997,9(4):206-211. 被引量：1
10Malek A M,Saadatmanesh H,Ehsani,M R.Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end [J].ACI Structural Journal,1998,95(1):142-152. 被引量：1
