The bond of near-surface mounted reinforcement to low-strength concrete

References

• Capozucca R. Damage to reinforced concrete due to reinforcement corrosion. Construction Building Mater. 1995;9:295–303.
   Web of Science ®Google Scholar
• Al-Mahmoud F, Castel A, François R, et al. Strengthening of RC members with near-surface mounted CFRP rods. Composite Structures. 2009;91:138–147.
   Web of Science ®Google Scholar
• Parretti R, Nanni A. Strengthening of RC members using near-surface mounted FRP composites: design overview. Adv Struct Eng. 2004;7:469–483.
   Web of Science ®Google Scholar
• Chen J, Teng J. Anchorage strength models for FRP and steel plates bonded to concrete. J Struct Eng. 2001;127:784–791.
   Web of Science ®Google Scholar
• De Lorenzis L, Rizzo A, La Tegola A. A modified pull-out test for bond of near-surface mounted FRP rods in concrete. Composites Part B Eng. 2002;33:589–603.
   Web of Science ®Google Scholar
• Novidis D, Pantazopoulou S, Tentolouris E. Experimental study of bond of NSM-FRP reinforcement. Construction Building Mater. 2007;21:1760–1770.
   Web of Science ®Google Scholar
• Galati D, De Lorenzis L. Effect of construction details on the bond performance of NSM FRP bars in concrete. Adv Struct Eng. 2009;12:683–700.
   Web of Science ®Google Scholar
• Bilotta A, Ceroni F, Di Ludovico M, et al. Bond efficiency of EBR and NSM FRP systems for strengthening concrete members. J Compos Constr. 2011;15:757–772.
   Web of Science ®Google Scholar
• Soliman SM, El-Salakawy E, Benmokrane B. Bond performance of near-surface-mounted FRP bars. J Compos Constr. 2011;15:103–111.
   Web of Science ®Google Scholar
• Lee D, Cheng L, Yan-Gee Hui J. Bond characteristics of various NSM FRP reinforcements in concrete. J Compos Constr. 2013;17:117–129.
   Web of Science ®Google Scholar
• Kalupahana W, Ibell T, Darby A. Bond characteristics of near surface mounted CFRP bars. Construction Building Mater. 2013;43:58–68.
   Web of Science ®Google Scholar
• Torres L, Sharaky IA, Barris C, et al. Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete. J Civil Eng Manag. 2016;22:808–817.
   Web of Science ®Google Scholar
• Sharaky IA, Torres L, Baena M, et al. An experimental study of different factors affecting the bond of NSM FRP bars in concrete. Composite Structures. 2013;99:350–365.
   Web of Science ®Google Scholar
• Sharaky IA, Torres L, Baena M, et al. Effect of different material and construction details on the bond behaviour of NSM FRP bars in concrete. Construction Building Mater. 2013;38:890–902.
   Web of Science ®Google Scholar
• Al-Saadi NTK, Al-Mahaidi R, Abdouka K. Bond behaviour between NSM CFRP strips and concrete substrate using single-lap shear testing with cement-based adhesives. Austr J Structural Eng. 2016;17:28–38.
   Web of Science ®Google Scholar
• Khshain NT, Al-Mahaidi R, Abdouka K. Bond behaviour between NSM CFRP strips and concrete substrate using single-lap shear testing with epoxy adhesive. Composite Struct. 2015;132:205–214.
   Web of Science ®Google Scholar
• Kotynia R, Szczech D, Kaszubska M. Bond behavior of GRFP bars to concrete in beam test. Proc Eng. 2017;193:401–408.
   Google Scholar
• Merdas A, Fiorio B, Chikh N-E. Étude de lʼadhérence des joncs et des plats composite avec le béton par flexion (beam test) [Study of the adhesion of composite strips and rods to concrete by bending (the beam test)]. Comptes Rendus Mécanique. French. 2011;339:796–804.
   Web of Science ®Google Scholar
• Merdas A, Fiorio B, Chikh N-E. Aspects of bond behavior for concrete beam strengthened with carbon fibers reinforced polymers–near surface mounted. J Reinforced Plastics Composites. 2015;34:463–478.
   Web of Science ®Google Scholar
• Deux G, Festa J. Nouveau Guide du Béton et de ses Constituants [A new guide to concrete and its constituents]. Paris: Editions Eyrolles; 1998 (French).
   Google Scholar
• NF P18-560. Essai d’analyse granulométrique par tamisage [Particle size distribution by sieving]; 1981. French.
   Google Scholar
• NF P18-406. Essai de compression [Compression test]; 1981. French.
   Google Scholar
• NF P18-408. Essai de traction [Tensile test]; 1981. French.
   Google Scholar
• EN 10002. Metallic materials-tensile testingpart1: method of test at ambient, 2001.
   Google Scholar
• NF P18-937. Produits et systèmes pour la protection et la réparation des structures en béton – Méthodes d’essais – Détermination de la résistance à la compression pour les mortiers de réparation [Products and systems for the protection and repair of concrete structures. Test methods. Determination of compressive strength of repair mortar]; 1998. French.
   Google Scholar
• NF P18-923. Produits et systèmes pour la protection et la réparation des structures en béton - Méthodes d'essais – Mesurage de l’adhérence par traction [Products and systems for the protection and repair of concrete structures – Test methods – Measurement of direct traction adhesion]; 1999. French.
   Google Scholar
• RILEM. RILEM technical recommendations for the testing and use of construction materials. Milton: Taylor & Francis; 1994.
   Google Scholar
• Xing G, Zhou C, Wu T, et al. Experimental study on bond behavior between plain reinforcing bars and concrete. Adv Mater Sci Eng. 2015;2015:604280–604289.
   Google Scholar