1 |
Barros, J.A.O., Dias, S.J.E. and Lima, J.L.T. (2007), "Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams", Cement Concrete Compos., 29, 203-217.
DOI
ScienceOn
|
2 |
Bentz, E.C. (2005), "Empirical modeling of reinforced concrete shear strength size effect for members without stirrups", ACI Struct. J., 102(2), 232-241.
|
3 |
Carreira, D.J. and Chu, K.H. (1985), "Stress-strain relationship for plain concrete in compression", ACI J. Proc., 82, 797-804.
|
4 |
Chaallal, O., Nollet, M. and Perraton, D. (1998), "Shear strengthening of RC beams by externally bonded side CFRP strips", J. Compos. Constr., 2, 111-113.
DOI
ScienceOn
|
5 |
Chen, J.F. and Teng, J.G. (2003), "Shear capacity of FRP-strengthened RC beams: FRP debonding", Constr. Build. Mater., 17, 27-41.
DOI
ScienceOn
|
6 |
Chen, W.F. and Han, D.J. (1988), Plasticity for Structural Engineers, Springer-Verlag, New York.
|
7 |
Eurocode 2 (2004), Design of Concrete Structures, Part 1-1: General Rules and Rules for Buildings, 2004-1-1.
|
8 |
Fib Bulletin 14 (2001), "FRP as externally bonded reinforcement of R.C. structures: basis of design and safety concept", Technical Report by Task Group 9.3, The International Federation for Structural Concrete (fib), Lausanne, Switzerland.
|
9 |
Fib Bulletin 42 (2008), "Constitutive modeling of high strength/high performance concrete", State-of-art report by Task Group 8.2, International Federation for Structural Concrete (fib), Lausanne, Switzerland.
|
10 |
Gamino, A.L., Bittencourt, T.N., e Sousa, JLADO (2009), "Finite element computational modeling of externally bonded CFRP composites flexural behavior in RC beams", Comput. Concrete, 6(3), 187-202.
DOI
|
11 |
Godat, A., Neale, K.W. and Labossiere, P. (2007), "Numerical modeling of FRP shear-strengthened reinforced concrete beams", J. Compos. Constr., 11(6), 640-649.
DOI
ScienceOn
|
12 |
Grande, E., Imbimbo, M. and Rasulo, A. (2007), "Experimental behavior of RC beams strengthened in shear by FRP sheets", FRPRCS-8 University of Patras, Patras, Greece, July.
|
13 |
ACI Committee 318 (2008), "Building code requirements for structural concrete (ACI 318-08) and commentary", American Concrete Institute, Farmington Hills, MI.
|
14 |
ACI Committee 363 (1997), "State of the art report on high strength concrete (ACI 363R-92)", American Concrete Institute, Farmington Hills, MI.
|
15 |
ACI Committee 440.2R (2008), "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures", American Concrete Institute, Farmington Hills, MI.
|
16 |
Adhikary, B.B. and Mutsuyoshi, H. (2006), "Shear strengthening of reinforced concrete beams using various techniques", Constr. Build. Mater., 20, 366-373.
DOI
ScienceOn
|
17 |
Ahmed, S.H. (1981), "Properties of confined concrete subjected to static and dynamic loading", Ph. D. Thesis, University of Illinois at Chicago.
|
18 |
ASCE-ACI Committee 326 (1962), "Shear and diagonal tension", ACI J. Proc., 59(1), 1-30, 59(2), 277-334, 59(3), 352-396.
|
19 |
ASCE-ACI Committee 426 (1987), The Shear Strength of Reinforced Concrete Members, ACI Committee Report ASCE-ACI 426R-74 (Reapproved 1980), Part 4 of ACI Manual of Concrete Practice, American Concrete Institute, Farmington Hills, MI.
|
20 |
ASCE-ACI Committee 445 (1998), "Recent approaches to shear design of structural concrete", J. Struct. Eng., 124(12), 1375-1417.
DOI
|
21 |
Barbato, M. (2009), "Efficient finite element modeling of reinforced concrete beams retrofitted with fiber reinforced polymers", Comput. Struct., 87, 167-176.
DOI
ScienceOn
|
22 |
Ibrahim, A.M. and Mahmood, M.S. (2009), "Finite element modeling of reinforced concrete beams strengthened with FRP laminates", Eur. J. Sci. Res., 30(4), 526-541.
|
23 |
Grassl, P. and Jirasek, M. (2006), "Damage-plastic model for concrete failure", Int. J. Solids Struct., 43, 7166- 7196.
DOI
ScienceOn
|
24 |
Hillerborg, A. (1985), "The theoretical basis of a method to determine the fracture energy GF of concrete", Mater. Struct., 8, 291-296.
|
25 |
HKS (2005), ABAQUS - Users Manuals and Theory Manual Version 6.6, Pawtucket, RI, USA.
|
26 |
Khalifa, A. and Nanni, A. (2002), "Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites", Constr. Build. Mater., 16, 135-146.
DOI
ScienceOn
|
27 |
Kim, G., Sim, J. and Oh, H. (2008), "Shear strength of strengthened RC beams with FRPs in shear", Constr. Build. Mater., 22, 1261-1270.
DOI
ScienceOn
|
28 |
im, J.K. and Park, Y.D. (1996), "Prediction of shear strength of reinforced concrete beams without web reinforcement", ACI Mater. J., 93(3), 213-222.
|
29 |
Kim, S.W. and Vecchio, F.J. (2008), "Modeling of shear-critical reinforced concrete structures repaired with fiber-reinforced polymer composites", J. Struct. Eng., 134(8), 1288-1299.
DOI
ScienceOn
|
30 |
Lee, H.K., Ha, S.K. and Afzal, M. (2008), "Finite element analysis of shear-deficient RC beams strengthened with CFRP strips/sheets", Struct. Eng. Mech., 30(2), 247-261.
DOI
|
31 |
Li, A., Diagana, C. and Delmas, Y. (2001), "CRFP contribution to shear capacity of strengthened RC beams", Eng. Struct., 23, 1212-1220.
DOI
ScienceOn
|
32 |
Lu, X.Z., Jiang, J.J., Teng, J.G. and Ye, L.P. (2006), "Finite element simulation of debonding in FRP-to-concrete bonded joints", Constr. Build. Mater., 20, 412-424.
DOI
ScienceOn
|
33 |
Matthys, S. and Triantafillou, T. (2001), "Shear and Torsion strengthening with externally bonded FRP reinforcement", Proceedings of the International Workshop on: Composites in Construction: A Reality, ASCE, Reston, VA.
|
34 |
Nguyen, G.D. and Korsunsky, A.M. (2008), "Development of an approach to constitutive modeling of concrete: Isotropic damage coupled with plasticity", Int. J. Solids Struct., 45, 5483-5501.
DOI
ScienceOn
|
35 |
Mosallam, A.S. and Banerjee, S. (2007), "Shear enhancement of reinforced concrete beams strengthened with FRP composite laminates", Compos. Part B, 38, 781-793.
DOI
ScienceOn
|
36 |
Murthy, R.C., Palani, G.S. and Riyer, R. (2009), "State-of-the-art review on fracture analysis of concrete structural components", Sadhana, 34(2), 345-367.
DOI
ScienceOn
|
37 |
Naaman, A.E. (2004), Prestressed Concrete Analysis and Design: Fundamentals, Techno Press, 2nd edition, 1072.
|
38 |
Taljsten, B. and Carolin, A. (2007), "Beams strengthened in shear by EBR - design model", FRPRCS-8 University of Patras, Patras, Greece, July.
|
39 |
Triantafillou, T.C. and Antonopoulos, CP. (2000), "Design of concrete flexural members strengthened in shear with FRP", J. Compos Construct, ASCE 4(4), 198-205.
DOI
ScienceOn
|
40 |
Zsutty, T.C. (1968), "Beam shear strength prediction by analysis of existing data", ACI J., 65(11), 943-951.
|