A. Godat, P. Labossière, K. W. Neale, and O. Chaallal, “Behavior of RC members strengthened in shear with EB FRP: Assessment of models and FE simulation approaches,” Comput. Struct., vol. 92–93, pp. 269–282, Feb. 2012, doi: 10.1016/j.compstruc.2011.10.018.
 P. Carrara and D. Ferretti, “A finite-difference model with mixed interface laws for shear tests of FRP plates bonded to concrete,” Compos. Part B Eng., vol. 54, pp. 329–342, Nov. 2013, doi: 10.1016/j.compositesb.2013.05.030.
 F. Minghini, N. Tullini, and F. Laudiero, “Buckling analysis of FRP pultruded frames using locking-free finite elements,” Thin-Walled Struct., vol. 46, no. 3, pp. 223–241, Mar. 2008, doi: 10.1016/j.tws.2007.09.001.
 A. Hosseini and D. Mostofinejad, “Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV),” Constr. Build. Mater., vol. 49, pp. 364–373, Dec. 2013, doi: 10.1016/j.conbuildmat.2013.08.036.
 H. Amoushahi and M. Azhari, “Buckling of composite FRP structural plates using the complex finite strip method,” Compos. Struct., vol. 90, no. 1, pp. 92–99, Sep. 2009, doi: 10.1016/j.compstruct.2009.02.006.
 M. Madqour and H. Hassan, “Experimental and analytical investigations of reinforced concrete beams strengthened by different CFRP sheet schemes.,” Frat. ed Integrità Strutt., vol. 15, no. 56, pp. 123–136, 2021.
 G. Camata, E. Spacone, and R. Zarnic, “Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates,” Compos. Part B Eng., vol. 38, no. 2, pp. 277–288, Mar. 2007, doi: 10.1016/j.compositesb.2005.12.003.
 G. Milani, “3D FE limit analysis model for multi-layer masonry structures reinforced with FRP strips,” Int. J. Mech. Sci., vol. 52, no. 6, pp. 784–803, Jun. 2010, doi: 10.1016/j.ijmecsci.2010.01.004.
 H. N. G. Al-Maliki, M. M. Abbass, and J. J. Al-kaabi, “Simulation Nonlinear of Structural Behavior of Hollow Reinforced Concrete Deep Beams Strengthened By CFRP.,” in IOP Conference Series: Materials Science and Engineering, 2020, vol. 928, no. 2, p. 22119.
 J. G. Teng, S. S. Zhang, J. G. Dai, and J. F. Chen, “Three-dimensional meso-scale finite element modeling of bonded joints between a near-surface mounted FRP strip and concrete,” Comput. Struct., vol. 117, pp. 105–117, Feb. 2013, doi: 10.1016/j.compstruc.2012.12.002.
 S. M. R. Khalili and B. Saboori, “Transient dynamic analysis of tapered FRP composite transmission poles using finite element method,” Compos. Struct., vol. 92, no. 2, pp. 275–283, Jan. 2010, doi: 10.1016/j.compstruct.2009.07.026.
 X. Lin and Y. X. Zhang, “Bond–slip behaviour of FRP-reinforced concrete beams,” Constr. Build. Mater., vol. 44, pp. 110–117, Jul. 2013, doi: 10.1016/j.conbuildmat.2013.03.023.
 A. Caggiano and D. Said Schicchi, “A thermo-mechanical interface model for simulating the bond behaviour of FRP strips glued to concrete substrates exposed to elevated temperature,” Eng. Struct., vol. 83, pp. 243–251, Jan. 2015, doi: 10.1016/j.engstruct.2014.10.017.
 M. Z. Naser, R. A. Hawileh, and J. A. Abdalla, “Modeling Strategies of Finite Element Simulation of Reinforced Concrete Beams Strengthened with FRP: A Review,” J. Compos. Sci., vol. 5, no. 1, p. 19, 2021.
 M. A. H. Hassanen and M. Raoof, “Design against premature peeling failure of RC beams with externally bonded steel or FRP plates,” Mag. Concr. Res., vol. 53, no. 4, pp. 251–262, Aug. 2001, doi: 10.1680/macr.2001.53.4.251.
 R. de Borst, “Integration of plasticity equations for singular yield functions,” Comput. Struct., vol. 26, no. 5, pp. 823–829, Jan. 1987, doi: 10.1016/0045-7949(87)90032-0.
 A. C. 318, “318-14: Building Code Requirements for Structural Concrete and Commentary,” p. 520, 2014.