Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
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Abstract
The interfacial bond strength between a concrete substrate and repair materials plays an important role in the overall performance of a concrete patch repair system. In this paper, patch repair materials made from micro synthetic fibre-reinforced mortar were cast on the surface of a concrete substrate with smooth interfacial texture (as cast) with the aim of investigating the interfacial bond strength as a function of variations in fibre volume fraction without interference from the influence of roughness by surface treatment. The bond strength was determined by an experimental method using slant shear and tensile splitting test. The result showed that the inclusion of micro synthetic fibre increases the bond strength and the magnitude of the increment depends on the fibre volume fraction. The optimum increase of bond strength is found in the mortar with a fibre volume fraction of 0.06%, giving an increase of 40.21% and 48.71% for slant shear and tensile splitting bond strength specimens at the age of 7 days, respectively. Furthermore, tests on micro synthetic fibre-reinforced repair mortar with fibre volume fractions of 0.06% at the ages of 1, 3, 7, and 28 days were conducted to see the development of the bond strength. The slant shear test gives a higher bond strength than the corresponding tensile splitting tests. The smooth interfacial texture between the repair materials and concrete substrate provides adequate adhesion but insufficient friction. This study also established the correlation between slant shear, tensile splitting, and mechanical properties of micro synthetic fibre-reinforced patch repair mortar.
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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
References
Rosenqvist M, Pham LW, Terzic A, Fridh K, Hassanzadeh M. Effects of interactions between leaching, frost action and abrasion on the surface deterioration of concrete. Constr Build Mater. 2017;149:849-60.
Kristiawan SA, Supriyadi A, Prokoso AB, Rahmi S. Mechanical properties of unsaturated polyester resin (UPR)-mortar and its potential application to restore the strength and serviceability of patched reinforced concrete slab. Key Eng Mater. 2017;737:560-6.
Said A, Elsayed M, El-Azim AA, Althoey F, Tayeh BA. Using ultra-high performance fiber reinforced concrete in improvement shear strength of reinforced concrete beams. Case Stud Constr Mater. 2022;16:e01009.
Kristiawan SA, Prakoso AB. Bond strength characteristic of concrete patch repair material made from unsaturated polyester resin (UPR)-mortar. Appl Mech Mater. 2015;754-755:442-6.
Elsayed M, Tayeh BA, Elmaaty MA, Aldahshoory Y. Behaviour of RC columns strengthened with ultra-high performance fiber reinforced concrete (UHPFRC) under eccentric loading. J Build Eng. 2022;47:103857.
Haido JH, Tayeh BA, Majeed SS, Karpuzcu M. Effect of high temperature on the mechanical properties of basalt fibre self-compacting concrete as an overlay material. Constr Build Mater. 2021;268:121725.
Sierra Beltran MG, Jonkers HM, Schlangen E. Performance of SHCC with bacteria for concrete patch repair. Proceedings of the structural faults and repair conference; 2014 Jul 8-10; London, UK. New Jersey: The Electrochemical Society; 2014. p. 1-11.
Emberson NK, Mays GC. Significance of property mismatch in the patch repair of structural concrete part 1: properties of repair systems. Mag Concr Res. 2015;42(152):147-60.
Kristiawan SA, Fitrianto RS. Comparison of shrinkage related properties of various patch repair materials. IOP Conf Ser: Mater Sci Eng. 2017;176:012017.
Feng S, Xiao H, Geng J. Bond strength between concrete substrate and repair mortar: effect of fibre stiffness and substrate surface roughness. Cem Concr Compos. 2020;114:103746.
Guo T, Xie Y, Weng X. Evaluation of the bond strength of a novel concrete for rapid patch repair of pavements. Constr Build Mater. 2018;186:790-800.
Zanotti C, Banthia N, Plizzari G. A study of some factors affecting bond in cementitious fiber reinforced repairs. Cem Concr Res. 2014;63:117-26.
Magbool HM, Tayeh BA. Influence of substrate roughness and bonding agents on the bond strength between old and new concrete. Adv Concr Constr. 2021;12(1):33-45.
Baharuddin NK, Nazri FM, Abu Bakar BH, Beddu S, Tayeh BA. Potential use of ultra-high-performance fibre-reinforced concrete as a repair material for fire-damaged concrete in terms of bond strength. Int J Integr Eng. 2020;12(9):87-95.
AlHallaq AF, Tayeh BA, Shihada S. Investigation of the bond strength between existing concrete substrate and UHPC as a repair material. Int J Eng Adv. 2017;6(3):210-7.
Beushausen H, Höhlig B, Talotti M. The influence of substrate moisture preparation on bond strength of concrete overlays and the microstructure of the OTZ. Cem Concr Res. 2017;92:84-91.
Espeche AD, León J. Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test. Constr Build Mater. 2011;25(3):1222-35.
Tayeh BA, Naja MA, Shihada S, Arafa M. Repairing and strengthening of damaged RC columns using thin concrete jacketing. Adv Civ Eng. 2019;2019:2987412.
Guo SY, Zhang X, Chen JZ, Mou B, Shang HS, Wang P, et al. Mechanical and interface bonding properties of epoxy resin reinforced Portland cement repairing mortar. Constr Build Mater. 2020;264:120715.
Song X, Song X, Liu H, Huang H, Anvarovna KG, Ugli NAD, et al. Cement-based repair materials and the interface with concrete substrates: characterization, evaluation and improvement. Polymers. 2022;14(7):1485.
Alwash D, Kalfat R, Al-Mahaidi R, Du H. Shear strengthening of RC beams using NSM CFRP bonded using cement-based adhesive. Constr Build Mater. 2021;301:124365.
Pacheco-Torgal F, Barroso de Aguiar J, Ding Y, Tahri W, Baklouti S. Performance of alkali-activated mortars for the repair and strengthening of OPC concrete. In: Pacheco-Torgal F, Labrincha JA, Leonelli C, Palomo A, Chindaprasirt P, editors. Handbook of alkali-activated cements, mortars and concretes. Cambridge: Woodhead Publishing; 2015. p. 627-41.
Quoc Vu H, Nguyen TN, Giang NH. The properties of fiber reinforced mortar applied in decorative products. J Civ Eng Res. 2018;8(1):1-8.
Sharma SK, Kumar AA, Ransinchung RN, Kumar P. Micro fiber reinforced cement paste and mortar overlays-a review. Int J Pavement Res Technol. 2013;6(6):765-72.
Doğan C, Demir İ. Polymer fibers and effects on the properties of concrete. Gümüşhane Üniversitesi Fen Bilim Enstitüsü Derg. 2021;11(2):438-51.
Yoo DY, Banthia N. Mechanical properties of ultra-high-performance fiber-reinforced concrete: a review. Cem Concr Compos. 2016;73:267-80.
Kim MO, Bordelon A. Fiber effect on interfacial bond between concrete and fiber-reinforced mortar. Transp Res Rec. 2016;2591(1):11-8.
Ghoneim AG, Hassan HA, Aboul-Nour LA. Self-repairing polyethylene fiber-reinforced-concrete with bacillus subtilis bacteria a review. Int J Eng Technol. 2020;9(2):437-47.
Zanotti C, Borges PHR, Bhutta A, Banthia N. Bond strength between concrete substrate and metakaolin geopolymer repair mortar: effect of curing regime and PVA fiber reinforcement. Cem Concr Compos. 2017;80:307-16.
Xiao J, Long X, Ye M, Jiang H, Liu L, Zhai K. Experimental study of bond behavior between rebar and PVA-engineered cementitious composite (ECC) using pull-out tests. Front Mater. 2021;8:633404.
SNI. Tata cara pemilihan campuran untuk beton normal,beton berat dan beton massa. Indonesia: Badan Standarisasi Nasional; 2012. (In Indonesia)
ASTM. ASTM-C39: Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken: ASTM International; 2014.
ASTM. ASTM-C469: Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. West Conshohocken: ASTM International; 2001.
ASTM. ASTM-C109/C109M-02: Standard test method for compressive strength of hydraulic cement mortars. West Conshohocken: ASTM International; 2020.
Kordsa. KraTos MicroFiber 12 mm. Bogor: Kordsa; 2021. (In Indonesia)
British Standard. BS-EN 12615/1999: Products and systems for the protection and repair of concrete structures. London: British Standards Institution (BSI); 1999.
Tayeh BA, Abu Bakar BH, Megat Johari MA. Characterization of the interfacial bond between old concrete substrate and ultra high performance fiber concrete repair composite. Mater Struct. 2013;46(5):743-53.
ASTM. ASTM-C496: Standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken: ASTM International; 2004.
Tayeh BA, Bakar BHA, Johari MAM, Ratnam MM. The relationship between substrate roughness parameters and bond strength of ultra high-performance fiber concrete. J Adhes Sci Technol. 2013;27(16):1790-810.
Tayeh BA, Bakar BHA, Johari MAM, Ratnam MM. Existing concrete textures: their effect on adhesion with fibre concrete overlay. Proc Inst Civ Eng Struct Build. 2014;167(6):355-68.
Tayeh BA, Abu Bakar BH, Megat Johari MA, Voo YL. Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay. Constr Build Mater. 2012;36:538-48.
Tayeh BA, Abu Bakar BH, Megat Johari MA, Voo YL. Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair material. Procedia Eng. 2013;54:554-63.
Nugroho WM, Kristiawan SA, Sunarmasto. Tinjauan slant shear repair mortar dengan bahan tambah polymer [thesis]. Surakarta: Universitas Sebelas Maret; 2010. (In Indonesia)
Kristiawan S, Santosa B, Purwanto E, Caesar RA. Slant shear strength of fibre reinforced polyvinyl acetate (PVA) modified mortar. MATEC Web Conf. 2018;195:1-9.
Chynoweth G, Stankie RR, Allen WL, Anderson RR, Babcock WN, Barlow P. Concrete repair guide. Concr Repair Man. 1996;546:287-327.
Abo Sabah SH, Hassan MH, Muhamad Bunnori N, Megat Johari MA. Bond strength of the interface between normal concrete substrate and GUSMRC repair material overlay. Constr Build Mater. 2019;216:261-71.
Momayez A, Ehsani MR, Ramezanianpour AA, Rajaie H. Comparison of methods for evaluating bond strength between concrete substrate and repair materials. Cem Concr Res. 2005;35(4):748-57.
Sprinkel MM, Ozyildirim C. Evaluation of high performance concrete overlays placed on Route 60 over Lynnhaven Inlet in Virginia. Virginia: Virginia Transportation Research Council; 2000.
Tayeh BA, Abu Bakar BH, Megat Johari MA. Assessment of adhesion between RPC Overlay and existing concrete substrate. Appl Mech Mater. 2015;802:95-100.
Tayeh BA, Abu Bakar BH, Megat Johari MA, Zeyad AM. Microstructural analysis of the adhesion mechanism between old concrete substrate and UHPFC. J Adhes Sci Technol. 2014;28(18):1846-64.