[1] R.Y. Huang, I.S. Mao, H.K. Lee, Exploring the deterioration factors of RC bridge decks: a rough set approach, Computer‐Aided Civil and Infrastructure Engineering, 25(7) (2010) 517-529.
[2] L.C. HOLLAWAY, Case studies, in: Strengthening and Rehabilitation of Civil Infrastructures Using Fibre-Reinforced Polymer (FRP) Composites, Elsevier, 2008, pp. 352-385.
[3] J. Teng, J.-F. Chen, S.T. Smith, L. Lam, FRP: strengthened RC structures, Frontiers in Physics, (2002) 266.
[4] R. Seracino, M. Raizal Saifulnaz, D. Oehlers, Generic debonding resistance of EB and NSM plate-to-concrete joints, Journal of Composites for Construction, 11(1) (2007) 62-70.
[5] I. Liu, D. Oehlers, R. Seracino, Tests on the ductility of reinforced concrete beams retrofitted with FRP and steel near-surface mounted plates, Journal of Composites for Construction, 10(2) (2006) 106-114.
[6] J. Bonacci, M. Maalej, Behavioral trends of RC beams strengthened with externally bonded FRP, Journal of Composites for Construction, 5(2) (2001) 102-113.
[7] L. Bizindavyi, K. Neale, Transfer lengths and bond strengths for composites bonded to concrete, Journal of composites for construction, 3(4) (1999) 153-160.
[8] J. Sabzi, M.R. Esfahani, Flexural behavior of RC beams strengthened by CFRP sheets in the beams with low and high reinforcement ratios, Amirkabir J. Civil Eng., 50 (5) (2018) 907-918.
[9] J. Sabzi, M.R. Esfahani, Effects of tensile steel bars arrangement on concrete cover separation of RC beams strengthened by CFRP sheets, Construction and Building Materials, 162 (2018) 470-479.
[10] F. Ceroni, M. Pecce, A. Bilotta, E. Nigro, Bond behavior of FRP NSM systems in concrete elements, Composites Part B: Engineering, 43(2) (2012) 99-109.
[11] F. Oudah, R. El-Hacha, Fatigue behavior of RC beams strengthened with prestressed NSM CFRP rods, Composite Structures, 94(4) (2012) 1333-1342.
[12] R. El-Hacha, S.H. Rizkalla, Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures, Structural Journal, 101(5) (2004) 717-726.
[13] R. Kotynia, Bond between FRP and concrete in reinforced concrete beams strengthened with near surface mounted and externally bonded reinforcement, Construction and Building Materials, 32 (2012) 41-54.
[14] L.D. Lorenzis, A. Nanni, Characterization of FRP rods as near-surface mounted reinforcement, Journal of Composites for Construction, 5(2) (2001) 114-121.
[15] S.M. Soliman, E. El-Salakawy, B. Benmokrane, Bond performance of near-surface-mounted FRP bars, Journal of Composites for Construction, 15(1) (2010) 103-111.
[16] I.A. Sharaky, L. Torres, M. Baena, I. Vilanova, Effect of different material and construction details on the bond behaviour of NSM FRP bars in concrete, Construction and Building Materials, 38 (2013) 890- 902.
[17] S.M. Daghash, O.E. Ozbulut, Bond–slip behavior of superelastic shape memory alloys for near-surface- mounted strengthening applications, Smart Materials and Structures, 26(3) (2017) 035020.
[18] R. El-Hacha, M. Gaafar, Flexural strengthening of reinforced concrete beams using prestressed, near- surfacemounted CFRP bars, PCI journal, 56(4) (2011).
[19] C. Czaderski, M. Shahverdi, R. Brönnimann, C. Leinenbach, M. Motavalli, Feasibility of iron- based shape memory alloy strips for prestressed strengthening of concrete structures, Construction and Building Materials, 56 (2014) 94-105.
[20] S. Al-Obaidi, Behavior of reinforced concrete beams retrofitted in flexure using CFRP-NSM technique, (2015).
[21] A. Abdulridha, D. Palermo, S. Foo, F.J. Vecchio, Behavior and modeling of superelastic shape memory alloy reinforced concrete beams, Engineering Structures, 49 (2013) 893-904.
[22]H. Li, Z.-q. Liu, J.-p. Ou, Experimental study of a simple reinforced concrete beam temporarily strengthened by SMA wires followed by permanent strengthening with CFRP plates, Engineering Structures, 30(3) (2008) 716-723.
[23] N. Wierschem, B. Andrawes, Superelastic SMA–FRP composite reinforcement for concrete structures, Smart materials and structures, 19(2) (2010) 025011.
[24] C. Czaderski, B. Hahnebach, M. Motavalli, RC beam with variable stiffness and strength, Construction and Building Materials, 20(9) (2006) 824-833.
[25] K. Moser, A. Bergamini, R. Christen, C. Czaderski, Feasibility of concrete prestressed by shape memory alloy short fibers, Materials and Structures, 38(5) (2005) 593-600.
[26] O. Ozbulut, S. Hurlebaus, Neuro-fuzzy modeling of temperature-and strain-rate-dependent behavior of NiTi shape memory alloys for seismic applications, Journal of Intelligent Material Systems and Structures, 21(8) (2010) 837-849.
[27] ACI Committee 318, Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, 2014.
[28] ACI 440.2R-17. "Guide for the Design and Construction of Externally Bonded Frp Systems for Strengthening Concrete Structures." Reported by ACI Committee 440.2017 (2017).
[29] D. Mostofinejad, A. Moghaddas, Bond efficiency of EBR and EBROG methods in different flexural failure mechanisms of FRP strengthened RC beams, Construction and Building Materials, 54 (2014) 605- 614.
[30] S.M. Soliman, E. El-Salakawy, B. Benmokrane, Flexural behaviour of concrete beams strengthened with near surface mounted fibre reinforced polymer bars, Canadian Journal of Civil Engineering, 37(10) (2010) 1371-1382.