1[2]G. Spadea, F. Bencardino and R. N. Swamy, A structural behavior of composite RC beams with externally bonded CFRP, J. Compos. Constr. 2 (3),132-137 (1998).
2[3]Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, Reported by ACI Committee 440,Revised 12 July 2000.
6MuftiA A, Newhook J P, Tadros G. Deform ability versus ductility in concrete beams with FRP Reinforcement. Proceedings of 2nd Intem- ational Conference on Advanced Composite Materials in Bridges and Structures. Montreal, Quebec : CSCE, 1996 : 189 - 199.
7GB50010--2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.
8NIKOLAOS PLEVRIS, THANASIS C TRIANTAFILLOU, DANIELE VENEZIANO. Reliability of RC members strengthened with CFRP laminates [ J ]. Journal of Structural Engineering, 1995, 121(7):1037-1044.
9AIELLO M A, VALENTE L, RIZZO A. Moment redistribution in continuous reinforced concrete beams strengthened with carbon-fiber-reinforced polymer laminates [ J]. Mechanics of Composite Materials, 2007, 43(5) :453-466.
10HAMID SAADATMANESH. Fiber composites for new and existing structures[J]. ACI Structural Journal, 1994 (5,6) :346-354.