1[1]Saadatmanesh H, Ehsani M R. RC beams strengthened with FRP plates: I experimental study [J]. ASCE J Struct Eng,1991,117(11):3417-3433.
2[2]Garden H N, Hollaway L C, Thorne A M. A preliminary evaluation of carbon fiber reinforced polymer plates for strengthening reinforced concrete members [A]. In: ICE Proc of Structures and Buildings[C]. 1997.127-142.
3[3]Ross C A, Jerome D M, Tedesco J W, et al. Strengthening of reinforced concrete beams with externally bonded composite laminates [J]. ACI Struct J, 1999,96(2):212-220.
4[4]Raoof M,El-Rimawi J A,Hassanen M A H. Theoretical and experimental study on externally plated RC beams [J]. Eng Struct, 2000,22:85-101.
5[5]Teng J G, Smith S T, Yao J, et al. Strength model for intermediate flexural crack induced debonding in RC beams and slabs [A]. In: Teng J G ed. Proceedings of the International Conference on FRP Composites in Civil Engineering [C].UK: Elsevier Science Ltd, 2001. 579-587.
6[6]Wu Z S, Yuan H, Niu H D. Stress transfer and fracture propagation in different kinds of adhesive joints [J]. ASCE J Eng Mechanics, 2002,128(5):562-573.
