Effect of tapered-end shape of FRP sheets on stress concentration in strengthened beams |
Belakhdar, Khalil
(Departement of Civil Engineering and Hydraulics, University of Saida)
Tounsi, Abdelouahed (Laboratoire des Materiaux et Hydrologie, Universite de Sidi Bel Abbes) Adda Bedia, El Abbes (Laboratoire des Materiaux et Hydrologie, Universite de Sidi Bel Abbes) Redha, Yeghnem (Departement of Civil Engineering and Hydraulics, University of Saida) |
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. |