[1] A. Balsamo, F. Nardone, I. Iovinella, F. Ceroni, M. Pecce, Flexural strengthening of concrete beams with EB-FRP, SRP and SRCM: Experimental investigation, Composites Part B: Engineering, 46 (2013) 91-101.
[2] G.G. Triantafyllou, T.C. Rousakis, A.I. Karabinis, Corroded RC beams patch repaired and strengthened in flexure with fiber-reinforced polymer laminates, Composites Part B: Engineering, 112 (2017) 125-136.
[3] R. Qin, A. Zhou, D. Lau, Effect of reinforcement ratio on the flexural performance of hybrid FRP reinforced concrete beams, Composites Part B: Engineering, 108 (2017) 200-209.
[4] A.M. Ceci, J.R. Casas, M. Ghosn, Statistical analysis of existing models for flexural strengthening of concrete bridge beams using FRP sheets, Construction and Building Materials, 27(1) (2012) 490-520.
[5] J. Teng, S.T. Smith, J. Yao, J.-F. Chen, Intermediate crack-induced debonding in RC beams and slabs, Construction and building materials, 17(6-7) (2003) 447-462.
[6] D.-S. Yang, S.-K. Park, K.W. Neale, Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites, Composite Structures, 88(4) (2009) 497-508.
[7] Y.-C. You, K.-S. Choi, J. Kim, An experimental investigation on flexural behavior of RC beams strengthened with prestressed CFRP strips using a durable anchorage system, Composites Part B: Engineering, 43(8) (2012) 3026-3036.
[8] B. Fu, G. Chen, J. Teng, Mitigation of intermediate crack debonding in FRP-plated RC beams using FRP U-jackets, Composite Structures, 176 (2017) 883-897.
[9] X. Huang, L. Sui, F. Xing, Y. Zhou, Y. Wu, Reliability assessment for flexural FRP-Strengthened reinforced concrete beams based on Importance Sampling, Composites Part B: Engineering, 156 (2019) 378-398.
[10] P.J. Fanning, O. Kelly, Ultimate response of RC beams strengthened with CFRP plates, Journal of Composites for Construction, 5(2) (2001) 122-127.
[11] H. Rahimi, A. Hutchinson, Concrete beams strengthened with externally bonded FRP plates, Journal of composites for construction, 5(1) (2001) 44-56.
[12] G. Spadea, R. Swamy, F. Bencardino, Strength and ductility of RC beams repaired with bonded CFRP laminates, Journal of Bridge Engineering, 6(5) (2001) 349-355.
[13] T.W. White, K.A. Soudki, M.-A. Erki, Response of RC beams strengthened with CFRP laminates and subjected to a high rate of loading, Journal of Composites for Construction, 5(3) (2001) 153-162.
[14] M.R.A. Kakavand, E. Taciroglu, An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial loading conditions, Frontiers of Structural and Civil Engineering, 14(6) (2020) 1531-1544.
[15] M.R.A.A. Kakavand, E.B. Taciroglu, G.C. Hofstetter, Evaluation of the Performance of an Enhanced Damage Plasticity Model for Predicting the Cyclic Response of Plain Concrete under Multiaxial Loading Conditions, (2020).
[16] C.A. Coronado, M.M. Lopez, Sensitivity analysis of reinforced concrete beams strengthened with FRP laminates, Cement and Concrete Composites, 28(1) (2006) 102-114.
[17] M. Barbato, Efficient finite element modelling of reinforced concrete beams retrofitted with fibre reinforced polymers, Computers & Structures, 87(3-4) (2009) 167-176.
[18] G. Chen, J. Teng, J. Chen, Finite-element modeling of intermediate crack debonding in FRP-plated RC beams, Journal of composites for construction, 15(3) (2010) 339-353.
[19] T. Mohammadi, B. Wan, K.A. Harries, M.E. Sweriduk, Bond behavior of FRP–concrete in presence of intermediate crack debonding failure, Journal of Composites for Construction, 21(5) (2017) 04017018.
[20] V. Abaqus, 6.14 Documentation, Dassault Systemes Simulia Corporation, 651 (2014).
[21] H.B. Pham, R. Al-Mahaidi, Prediction models for debonding failure loads of carbon fiber reinforced polymer retrofitted reinforced concrete beams, Journal of composites for construction, 10(1) (2006) 48-59.
[22] S.-K. Woo, J.-W. Nam, J.-H.J. Kim, S.-H. Han, K.J. Byun, Suggestion of flexural capacity evaluation and prediction of prestressed CFRP strengthened design, Engineering Structures, 30(12) (2008) 3751-3763.
[23] W. Seim, M. Hörman, V. Karbhari, F. Seible, External FRP poststrengthening of scaled concrete slabs, Journal of composites for construction, 5(2) (2001) 67-75.
[24] O. Ali, D. Bigaud, H. Riahi, Seismic performance of reinforced concrete frame structures strengthened with FRP laminates using a reliability-based advanced approach, Composites Part B: Engineering, 139 (2018) 238-248.
[25] J. Lubliner, J. Oliver, S. Oller, E. Onate, A plastic-damage model for concrete, International Journal of solids and structures, 25(3) (1989) 299-326.
[26] J. Lee, G.L. Fenves, Plastic-damage model for cyclic loading of concrete structures, Journal of engineering mechanics, 124(8) (1998) 892-900.
[27] L. Sanez, DISCUSSION OF EQUATION FOR THE STRESS-STRAIN CURVE OF CONCRETE’BY DESAYI AND KRISHNAN, (1964).
[28] A. Committee, I.O.f. Standardization, Building code requirements for structural concrete (ACI 318-08) and commentary, in, American Concrete Institute, 2008.
[29] D.A. Hordijk, Local approach to fatigue of concrete, (1993).
[30] L. Jendele, J. Cervenka, Finite element modelling of reinforcement with bond, Computers & structures, 84(28) (2006) 1780-1791.
[31] J.G. Rots, Computational modeling of concrete fracture, (1988).
[32] C. CEB-FIP, Model code 2010, Comite Euro-International du beton, (2010).
[33] B. Alfarah, F. López-Almansa, S. Oller, New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures, Engineering Structures, 132 (2017) 70-86.
[34] K. Nakaba, T. Kanakubo, T. Furuta, H. Yoshizawa, Bond behavior between fiber-reinforced polymer laminates and concrete, Structural Journal, 98(3) (2001) 359-367.
[35] G. Monti, M. Renzelli, P. Luciani, FRP adhesion in uncracked and cracked concrete zones, in: Fibre-Reinforced Polymer Reinforcement for Concrete Structures: (In 2 Volumes), World Scientific, 2003, pp. 183-192.
[36] X. Lu, J. Teng, L. Ye, J. Jiang, Bond–slip models for FRP sheets/plates bonded to concrete, Engineering structures, 27(6) (2005) 920-937.