References
- Nakaba K, Kanakubo T, Furuta T, et al. Bond behavior between fiber-reinforced polyme:r laminates and concrete. ACI Struct J. 2001;98: 359-367.
- Subramaniam KVL, Ghosn M, Ali-Ahmad M. Influence of variation in the local interface fracture properties on shear debonding of CFRP composite from concrete. J Adhes Sci Technol. 2017;31(19–20):2202–2218.
- Houhou N, Benzarti K, Quiertant M, et al. Analysis of the nonlinear creep behavior of concrete/FRP-bonded assemblies. J Adhes Sci Technol. 2014;28(14–15):1345–1366.
- Nanni A. FRP reinforcement for prestressed and non-prestressed concrete structures. In: Nanni A, Editor. Development in Civil Engineering, Fiber-reinforced-plastic (FRP) reinforcement for concrete structures Elsevier, 1993.p. 3–12.
- De Lorenzis L, Nanni A, La Tegola A. Flexural and shear strengthening of reinforced concrete structures with near surface-mounted FRP rods. In: Proceeding of the 3rd international conference on advanced composite materials in bridges and structures (ACMBS III); Ottawa, Canad a, 2000. p. 521–528.
- Ei-Hacha R, Rizkalla SH. Near surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures. ACI Struct J. 2004;101(5):717–726.
- Yost JR, Gross SP, Dinehart DW, et al. Flexural behavior of concrete beams strengthened with near surface-mounted CFRP strips. ACI Struct J. 2007;104(4):430–437.
- Ei-Hacha R, Rizkalla S. Near-surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures. ACI Struct J. 2004;717-726.
- Parretti R, Nanni A. Strengthening of RC members using near-surface mounted FRP Composites: design overview. Adv Struct Eng. 2004;7(6):469–483.
- Lorenzis LD, Rizzo A, Tegola AL. A modified pull-out test for bond of near-surface mounted FRP rods in concrete. Composit Part B Eng. 2002;33(8):589–603.
- Ali MM, Oehlers D, Griffith M, et al. Interfacial stress transfer of near surface-mounted FRP-to-concrete joints. Eng Struct. 2008;30(7):1861–1868.
- Seracino R, Jones NM, Ali MS, et al. Bond strength of near-surface mounted FRP strip-to-concrete joints. J Compos Constr. 2007;11(4):401–409.
- Seracino R, Saifulnaz MRR, Oehlers DJ. Generic debonding resistance of EB and NSM plate-to-concrete joints. J Compos Constr. 2007;11(1):62–70.
- Seo S-Y, Feo L, Hui D. Bond strength of near surface-mounted FRP plate for retrofit of concrete structures. Compos Struct. 2013;95:719–727.
- Khshain NT, Al-Mahaidi R, Abdouka K. Bond behaviour between NSM CFRP strips and concrete substrate using single-lap shear testing with epoxy adhesive. Compos Struct. 2015;132:205–214.
- Garzón-Roca J, Sena-Cruz JM, Fernandes P, et al. Effect of wet-dry cycles on the bond behaviour of concrete elements strengthened with NSM CFRP laminate strips. Compos Struct. 2015;132:331–340.
- Zhang S, Yu T. Effect of groove spacing on bond strength of near-surface mounted (NSM) bonded joints with multiple FRP strips. Constr Build Mater. 2017;155:103–113.
- Zhang S. Bond strength model for near-surface mounted (NSM) FRP bonded joints: Effect of concrete edge distance. Compos Struct. 2018;201:664–675.
- Emara M, Torres L, Baena M, et al. Bond response of NSM CFRP strips in concrete under sustained loading and different temperature and humidity conditions. Compos Struct. 2018;192:1–7.
- Cruz JR, Sena-Cruz J, Rezazadeh M, et al. Bond behaviour of NSM CFRP laminate strip systems in concrete using stiff and flexible adhesives. Compos Struct. 2020;245(112369).
- AzevedoAS, Firmo JP, Correia JR, et al. Influence of elevated temperatures on the bond behaviour between concrete and NSM-CFRP strips. Cem Concr Compos. 2020;111:103603.
- Fernandes B, Junior AM, Costa C. Residual bond behavior between NSM CFRP and concrete at elevated temperatures. Constr Build Mater. 2020;257:119467.
- Alkhalil J, El-Maaddawy T. Finite element modelling and testing of two-span concrete slab strips strengthened by externally-bonded composites and mechanical anchors. Eng Struct. 2017;147:45–61.
- Hawileh RA, Naser MZ, Abdalla JA. Finite element simulation of reinforced concrete beams externally strengthened with short-length CFRP plates. Composit Part B Eng. 2013;45(1):1722–1730.
- Nisticò N, Ožbolt J, Polimanti G. Modeling of reinforced concrete beams strengthened in shear with CFRP: microplane-based approach. Composit Part B Eng. 2016;90:351–364.
- Zhang SS, Teng JG. End cover separation in RC beams strengthened in flexure with bonded FRP reinforcement: simplified finite element approach. Mater Struct. 2016;49(6):2223–2236.
- Ganganagoudar A, Mondal TG, Prakash SS. Analytical and finite element studies on behavior of FRP strengthened RC beams under torsion. Compos Struct. 2016;153:876–885.
- Omran HY, El-Hacha R. Nonlinear 3D finite element modeling of RC beams strengthened with prestressed NSM-CFRP strips. Constr Build Mater. 2012;31:74–85.
- Hawileh RA. Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods. Constr Build Mater. 2012;27(1):461–471.
- Hawileh R, Musto H, Abdalla J, et al. Finite element modeling of reinforced concrete beams externally strengthened in flexure with side-bonded FRP laminates. Composites Part B: Engineering. 2019;173:106952.
- Nawaz W, Hawileh RA, Saqan EI, et al. Effect of longitudinal carbon fiber-reinforced polymer plates on shear strength of reinforced concrete beams. ACI Struct J. 2016;113(3):577–786.
- Abu-Obaida A, El-Maaddawy T, El-Ariss B. Numerical simulation of double-sided concrete corbels internally-reinforced with GFRP bars. Composit Part C Open Access. 2020;2:100040.
- Anıl Ö, Durucan C, Kara ME, et al. Nonlinear three-dimensional FE analyses of RC beams retrofitted using externally bonded CFRP sheets with or without anchorages. J Adhes Sci Technol. 2017;31(7):770–786.
- Jadooe A, Al-Mahaidi R, Abdouka K. Experimental and numerical study of strengthening of heat-damaged RC beams using NSM CFRP strips. Constr Build Mater. 2017;154:899–913.
- Firmo J, Arruda M, Correia J, et al. Three-dimensional finite element modelling of the fire behaviour of insulated RC beams strengthened with EBR and NSM CFRP strips. Compos Struct. 2018;183:124–136.
- Al-Rousan RZ, Haddad RH, Swesi AO. Repair of shear-deficient normal weight concrete beams damaged by thermal shock using advanced composite materials. Composit Part B Eng. 2015;70:20–34.
- Haddad RH, Obaidat YT. A nonlinear finite element model for shear deficient heat-damaged concrete beams repaired using NSM CFRP strips. Constr Build Mater. 2018;170:314–325.
- Al-Rousan R, Haddad R. NLFEA sulfate-damage reinforced concrete beams strengthened with FRP composites. Compos Struct. 2013;96:433–445.
- Al-Rabadi I. Bond behavior between heat-damaged reinforced concrete and near surface mounted – carbon fiber reinforced polymeric composites [Master's Thesis]. Irbid, Jordan: Jordan University of Science and Technology; 2019.
- FIB. Model Code 2010-Final draft. Vol. 65. Lausanne: International Federation for Structural Concrete (FIB). 2012.
- Bazant ZP, Planas J. Fracture and size effect in concrete and other quasibrittle materials. Boca Raton, FL, USA: CRC Press; 1998.
- Saenz L. Equation for the stress-strain curve of concrete. ACI J Proceed. 1964;61:1229–1235.
- ACI Committee 318. Building code requirements for structural concrete commentary (ACI 318R–011). Farmington Hills, MI: American Concrete Institute; 2011.
- Zhang S, Teng J, Yu T. Bond–slip model for CFRP strips near-surface mounted to concrete. Eng Struct. 2013;56:945–953.
- Benzeggagh ML, Kenane M. Measurements of mixed-mode delamination fracture toughness of unidirectional glass/epoxy composites with mixed-mode bending apparatus. Compos. Sci. Technol. 1996;56(4):439–449.
- Lu X, Teng J, Ye L, et al. Bond–slip models for FRP sheets/plates bonded to concrete. Eng Struct. 2005;27(6):920–937.
- Subramaniam KV, Carloni C, Nobile L. Width effect in the interface fracture during shear debonding of FRP sheets from concrete. Eng Fract Mech. 2007;74(4):578–594.