1 |
ABAQUS (2010), Theory Manual Version 6.10-3, Dassault Systems Simulia Corp., Providence, RI, USA.
|
2 |
ACI committee 440 (2008), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute, ACI 440, 2R-08.
|
3 |
Al-Tamimi, A., Hawileh, R., Abdalla, J.A. and Rasheed, H. (2011), "Effects of ratio of CFRP plate length to shear span and end anchorage on flexural behavior of SCC R/C beams", J. Compos. Constr., ASCE, 15(6), 908-919.
DOI
|
4 |
Brena, S.F. and Marcri, B.M. (2004), "Effect of carbon-fiber-reinforced polymer laminate configuration on the behavior of strengthened reinforced concrete beams", J. Compos. Constr., ASCE, 8(3), 229-240.
DOI
|
5 |
Camata, G., Spacone, E. and Zarnic, R. (2007), "Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates", Compos. Part B, 38, 277-288.
DOI
|
6 |
Choi, E.S., Utui, N. and Kim, H.S. (2013), "Experimental and analytical investigations on debonding of hybrid FRPs for flexural strengthening of RC beams", Compos. Part B, 45(1), 248-256.
DOI
|
7 |
Gao, B., Kim, J.K. and Leung, C.K.Y. (2006), "Effect of tapered FRP sheets on interlaminar fracture behavior of FRP concrete interface", Compos. Part A, 37(10), 1605 -1612.
DOI
|
8 |
Hawileh, R., Naser, M. and Abdalla, J.A. (2013), "Finite Element Simulation of Reinforced Concrete Beams Externally Strengthened with Short-Length CFRP Plates", Compos. Part B, 45(1), 1722-1730.
DOI
|
9 |
Kang, T.H.K., Howell, J., Kim, S. and Lee, D.J. (2012), "A State-of-the-Art review on debonding failures of FRP laminates externally adhered to concrete", Int. J. Concrete Struct. Mater., 6(2), 123-134.
DOI
|
10 |
Kim, H.S. and Shin, Y.S. (2011), "Flexural behavior of RC (RC) beams retrofitted with hybrid fiber reinforced polymers (FRPs) under sustaining loads", Compos. Struct., 93(2), 802-811.
DOI
|
11 |
Kadhim, M.M.A. (2011), "Effect of CFRP sheet length on the behavior of HSC continuous Beam", J. Therm. Compos. Mater., 25(1), 33-44.
DOI
|
12 |
Leung, C.K.Y. (2006), "FRP debonding from a concrete substrate: Some recent findings against conventional belief", Cement Concrete Compos., 2, 742-748.
|
13 |
Maalej, M. and Leong, K.S. (2005), "Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams", Compos. Sci. Tech., 65(7-8), 1148-1158.
DOI
|
14 |
Mongi, B.O., Abdeldjeliln, B. and Bae, S.W. (2009), "Effective bond length of FRP sheets externally bonded to concrete", Int. J. Concrete Struct. Mater., 3(2), 127-131.
DOI
|
15 |
Obaidat, Y., Heyden, S. and Dahlblom, O. (2010), "The effect of CFRP and CFRP/Concrete interface models when modelling retrofitted RC beams with FEM", Compos. Struct., 92(6), 1391-1398.
DOI
|
16 |
Smith, S.T. and Teng, J.G. (2002), "FRP-strengthened RC beams. II: assessment of debonding strength models", Eng. Struct., 24, 397-417.
DOI
|
17 |
Teng, J.G., Yuan, H. and Chen, J.F. (2006), "FRP-to-concrete interfaces between two adjacent cracks:Theoretical model for debonding failure", Int. J. Solid. Struct., 43(18-19), 5750-5778.
DOI
|
18 |
Teng, J.G., Chen, J.F., Smith, S.T. and Lam, L. (2011), FRP Retrofitted RC Structures, John Wiley & Sons, Inc.
|
19 |
Yang, Q., Qin, Q. and Zheng, D. (2002), "Analytical and numerical investigation of interfacial stresses of FRP-concrete hybrid structure", Compos. Struct., 57(1-4), 221-226.
DOI
|