1 |
Belakhdar, K., Tounsi, A., Benyoucef, S., Adda-Bedia E.A. and El Hassar, S. M. (2010), "On the reduction of the interfacial stresses in a repaired beam with an adhesively bonded FRP plate", Compos. Interfaces, 17(1), 1-14.
DOI
|
2 |
Benyoucef, S., Tounsi, A., Meftah, S.A. and Adda-Bedia, E.A. (2006), "Approximate analysis of the interfacial stress concentrations in FRP-RC hybrid beams", Compos. Interfaces, 13(7), 561-571.
DOI
ScienceOn
|
3 |
Benyoucef, S., Tounsi, A., Meftah, S.A. and Adda-Bedia, E.A.(2007), "Creep and shrinkage effect on adhesive stressesin RC beams strengthened with composite laminates", Compos. Sci. Technol., 67(6), 933-942.
DOI
ScienceOn
|
4 |
Deng, J., Marcus, M.K.L. and Stuart, S.J.M. (2004), "Stress analysis of steel beams reinforced with a bonded CFRP plate", Compos. Struct., 65(2), 205-215.
DOI
ScienceOn
|
5 |
Gao, B., Kim, J.K. and Leung, C.K.Y. (2006), "Optimization of tapered end design for FRP strips bonded to RC beams", Compos. Sci. Technol,66(10), 1266-1273
DOI
ScienceOn
|
6 |
Hashemi S. H., Maghsoudi A. A. and Rahgozar R. (2008), "Flexural ductility of reinforced HSC beams strengthenedwith CFRP sheets", Struct Eng Mech, 30(4).
|
7 |
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
|
8 |
Li, G. and Ghebreyesus, A. (2006), "Fast repair of damaged RC beams using UV curing FRP composites", Compos.Struct. 72(1), 105-110.
DOI
ScienceOn
|
9 |
Malek, A. M., Saadatmanesh, H. and Ehsani, M. R. (1998), "Prediction of failure load of R/C beams strengthenedwith FRP plate due to stress concentration at the plate end" ACI Struct. J., 95(2), 142-152.
|
10 |
Mo, Y.L., Tsai, S.P. and Lee, I.S. (1998), "Seismic performance behaviour of beam - column connections in pre - stressed concrete bridges", J. Mater. Struct., 31(6), 411-417.
DOI
ScienceOn
|
11 |
Pesic, N. and Pilakoutas, K., (2005), "Flexural analysis and design of reinforced concrete beams with externally bonded FRP reinforcement", Mater. Struct.38(2), 183-192.
DOI
ScienceOn
|
12 |
Roberts, T.M. (1989), "Approximate analysis of shear and normal stress concentrations in adhesive layer of plated RC beams", Struct. Eng., 67(12), 229-233.
|
13 |
Seible, F., Priestley, M.J.N., Hegemier, G.A. and Innamorato, D. (1997), "Seismic retrofit of RC columns withcontinuous carbon fibre jackets", J. Comp. Constr., 1(2), 52-62.
DOI
ScienceOn
|
14 |
Tounsi, A. and Benyoucef, S. (2007), "Interfacial Stresses in Externally FRP Plated Concrete Beams", Int. J. Adhes.Adhes., 27(3), 207-215.
DOI
ScienceOn
|
15 |
Smith, S.T., and Teng, J.G. (2001), "Interfacial stresses in plated RC beams" Eng. Struct., 23(7), 857-871.
DOI
ScienceOn
|
16 |
Stratford, T., and Cadei, J. (2006), "Elastic analysis of adhesion stresses for the design of a strengthened plate bonded to a beam" Constr. Build. Mater., 20(1-2), 34-35.
DOI
ScienceOn
|
17 |
Tounsi, A. (2006), "Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate", Int. J. Solids Struct., 43(14-15), 4154-4174.
DOI
ScienceOn
|
18 |
Tounsi, A., Hassaine, T. D., Benyoucef, S. and Adda-Bedia, E.A, (2009), "Interfacial stresses in FRP-plated beams: Effect of adherend shear deformation", Int. J. Adhes. Adhes. 29, 343-351.
DOI
ScienceOn
|
19 |
Tsai, M.Y., Oplinger, D.W. and Morton, J. (1998), " Improved theoretical solutions for adhesive lap joints", Int. J. Solids Struct., 35(12), 1163-1185.
DOI
ScienceOn
|
20 |
Wu H. L. and Wang Y. F. (2010), "Experimental study on reinforced high-strength concrete short columns confinedwith AFRP sheets", Steel Compos Struct, 10(6).
|
21 |
Yang, J., Ye, J. and Niu, Z. (2007), "Interfacial shear stress in FRP-plated RC beams under symmetric loads", Cem. Concr. Compos., 29(5), 421-432.
DOI
ScienceOn
|
22 |
Yuan, H. and Lin, Z. (2009), "Theoretical model on interface failure mechanism of reinforced concrete continuous beam strengthened by FRP", Acta Mechanica Solida Sinica, 22(2), 161-170.
DOI
|
23 |
Zhu Y. and Zhang Y. X. (2010), "Nonlinear finite element analyses of FRP-reinforced concrete slabs using a new layered composite plate element", Comput. Mech. 46(3), 410-430.
|