Failure diagrams of FRP strengthened RC beams

Buyukozturk, 1998, Failure behaviour of precracked concrete beams retrofitted with FRP, J Compos Constr, 2, 138, 10.1061/(ASCE)1090-0268(1998)2:3(138) EI-Mihilmy, 2000, Analysis of reinforced concrete beams strengthened with FRP laminates, J Struct Eng, 126, 684, 10.1061/(ASCE)0733-9445(2000)126:6(684) EI-Mihilmy, 2001, Prediction of anchorage failure for reinforced concrete beams strengthened with fiber-reinforced polymer plates, ACI Struct J, 98, 301 Chaallal, 1998, Shear strengthening of RC beams by externally bonded side CFRP strips, J Compos Constr, 2, 111, 10.1061/(ASCE)1090-0268(1998)2:2(111) Triantafillou, 1998, Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites, ACI Struct J, 95, 107 Triantafillou, 2000, Design of concrete flexural members strengthened in shear with FRP, J Compos Constr, 4, 198, 10.1061/(ASCE)1090-0268(2000)4:4(198) Norris, 1997, Shear and flexural strengthening of R/C beams with carbon fiber sheets, J Struct Eng, 123, 903, 10.1061/(ASCE)0733-9445(1997)123:7(903) Mitsui, 1998, A study on shear reinforcement of reinforced concrete beams externally bonded with carbon fiber sheets, Compos Interface, 5, 285, 10.1163/156855498X00081 Pellegrino, 2002, Fiber reinforced polymer shear strengthening of reinforced concrete beams with transverse steel reinforcement, J Compos Constr, 6, 104, 10.1061/(ASCE)1090-0268(2002)6:2(104) Triantafillou, 1992, Strengthening of RC beams with epoxy bonded fibre composite materials, Mater Struct, 25, 201, 10.1007/BF02473064 Rabinovich, 2000, Closed-form high order analysis of RC beams strengthened with FRP strips, J Compos Constr, 4, 65, 10.1061/(ASCE)1090-0268(2000)4:2(65) Shen, 2001, Interfacial stresses in beams and slabs bonded with thin plate, J Eng Mech, 127, 399, 10.1061/(ASCE)0733-9399(2001)127:4(399) Oehlers, 1992, Premature failure of externally plated reinforced concrete beams, J Struct Eng, 116, 978, 10.1061/(ASCE)0733-9445(1990)116:4(978) Ahmed O, Gemert DV. Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams. In: Proc 4th int symp on fiber reinforced polymer reinforcement for reinforced concrete structures. Maryland, USA, 1999. p. 933–43. Roberts, 1989, Approximate analysis of shear and normal stress concentrations in the adhesive layer of plated RC beams, Struct Eng, 67, 229 Varastehpour, 1997, Strengthening of concrete beams using fiber-reinforced plastics, Mater Struct, 30, 160, 10.1007/BF02486388 Malek, 1998, Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end, ACI Struct J, 95, 142 An, 1991, RC beams strengthened with FRP plates II: analysis and parametric study, J Struct Eng, 117, 3434, 10.1061/(ASCE)0733-9445(1991)117:11(3434) Chaallal, 1998, Strengthening of reinforced concrete beams with externally bonded fiber-reinforced-plastic plates: design guidelines for shear and flexure, Canadian J Civil Eng, 25, 692, 10.1139/l98-008 Saadatmanesh, 1998, Design Guidelines for Strengthening of RC Beam with FRP Plates, J Comp Constr, 2, 158, 10.1061/(ASCE)1090-0268(1998)2:4(158) Ross, 1999, Strengthening of reinforced concrete beams with externally bonded composite laminates, ACI Struct J, 96, 212 Almusallam, 2001, Ultimate strength prediction for RC beams externally strengthened by composite materials, Compos Part B, 32, 609, 10.1016/S1359-8368(01)00008-7 Ng SC, Lee S. Analysis of flexural behavior of reinforced concrete beam strengthened with CFRP. In: Proc 13th int conf on composite materials, Beijing, China, 2001. ID 1176. Leung, 2001, Delamination failure in concrete beams retrofitted with a bonded plate, J Mater Civil Eng, 13, 106, 10.1061/(ASCE)0899-1561(2001)13:2(106) Teng, 2002 Neubauer U, Rostasy FS. Design aspects of concrete structures strengthened with externally bonded CFRP plates. Proc seventh int conf on structural faults and repairs, Edinburgh, UK, 1997. p. 109–18. Yuan H, Wu Z. Interfacial fracture theory in structures strengthened with composite of continuous fiber. In: Proc symp China and Japan, science & technology, 21st Century, Tokyo, Japan, 1999. p. 142–55. Ziraba, 1995, Guideline toward the design of reinforced concrete beams with external plates, ACI Struct J, 91, 639 Roberts, 1989, Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates, Proc Inst Civil Engr Part 2, 87, 39, 10.1680/iicep.1989.1452 Lau, 2001, Mechanics of bonds in an FRP bonded concrete beam, Compos Part B, 32, 491, 10.1016/S1359-8368(01)00032-4 Raoof, 1997, An insight into the structural behaviour of reinforced concrete beams with externally bonded plates, Proc Inst Civil Engr Struct Bldg, 122, 477, 10.1680/istbu.1997.29836 Zhang, 1997, Prediction of peeling failure of reinforced concrete beams with externally bonded plates, Proc Inst Civil Engr Struct Bldg, 122, 493, 10.1680/istbu.1997.29837 Gao, 2005, Prediction of concrete cover separation failure for RC beams strengthened with CFRP strips, Eng Struct, 27, 177, 10.1016/j.engstruct.2004.09.007 Rahimi, 2001, Concrete beams strengthened with externally bonded FRP plates, J Compos Constr, 5, 44, 10.1061/(ASCE)1090-0268(2001)5:1(44) Nguyen, 2001, Brittle failure and bond development length of CFRP concrete beams, J Compos Constr, 5, 12, 10.1061/(ASCE)1090-0268(2001)5:1(12) Fanning, 2001, Ultimate response of RC beams strengthened with CFRP plates, J Compos Constr, 5, 122, 10.1061/(ASCE)1090-0268(2001)5:2(122) Alagusundaramoorthy, 2003, Flexural behavior of R/C beams strengthened with carbon fiber reinforced polymer sheets of fabric, J Compos Constr, 7, 292, 10.1061/(ASCE)1090-0268(2003)7:4(292) Arduini, 1997, Brittle failure in FRP plate and sheet bonded beams, ACI Struct J, 94, 363 Gao, 2004, Fracture behavior of RC beams with FRP strips bonded with rubber modified resins: experiment and FEM model, Compos Sci Technol, 64, 2557, 10.1016/j.compscitech.2004.05.016 Maalej, 2001, Interfacial shear stress concentration in FRP-strengthened beams, Compos Struct, 54, 417, 10.1016/S0263-8223(01)00078-2