Crack mitigation utilizing enhanced bond of rebars in SFRC

Kaklauskas, 2017, Mean crack spacing modelling for RC tension elements, Eng Struct, 150, 843, 10.1016/j.engstruct.2017.07.090 Huang, 2019, Stochastic damage model for bond stress-slip relationship of reinforcing bar embedded in concrete, Eng Struct, 194, 11, 10.1016/j.engstruct.2019.05.053 Shen, 2019, Influence of strain rate on bond behavior of concrete members reinforced with basalt fiber-reinforced polymer rebars, Constr Build Mater, 228, 116755, 10.1016/j.conbuildmat.2019.116755 Ma SYM, Popov EP, Bertero VV. Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and T-beams. Report No.: UCB/EERC-76/2, EERC. University of California, Berkeley, USA; 1976. Kwan, 2016, Crack width analysis of reinforced concrete under direct tension by finite element method and crack queuing algorithm, Eng Struct, 126, 618, 10.1016/j.engstruct.2016.08.027 Ng, 2007, Effects of traffic vibration on curing concrete stitch: part II - cracking, debonding and strength reduction, Eng Struct, 29, 2881, 10.1016/j.engstruct.2007.01.033 Shen, 2016, Experimental study of early-age bond behavior between high strength concrete and steel bars using a pull-out test, Constr Build Mater, 113, 653, 10.1016/j.conbuildmat.2016.03.094 Li, 2017, Bond strength of steel bars embedded in high-performance fiber-reinforced cementitious composite before and after exposure to elevated temperatures, Fire Safety J, 92, 98, 10.1016/j.firesaf.2017.06.006 Yaseen, 2019, Predicting reinforcing bar development length using polynomial chaos expansions, Eng Struct, 195, 524, 10.1016/j.engstruct.2019.06.012 Gjorv, 1990, Effect of condensed silica fume on the steel-concrete bond, ACI Mater J, 87, 573 Ramirez JA, Russell BW. Transfer, development, and splice length for strand/reinforcement in high-Strength concrete. NCHRP Report 603, Transportation Research Board. Washington DC, USA, 2008. Ghio, 1997, Bond strength of reinforcing bars in reinforced shotcrete, ACI Mater J, 94, 111 Li, 2011, Determination of energy consumption in the fracture plane of ultra high toughness cementitious composite with direct tension test, Eng Fract Mech, 78, 1895, 10.1016/j.engfracmech.2011.03.012 Chu, 2021, Novel hybrid fiber factor for hybrid fiber reinforced concrete, J Mater Civil Eng, 10.1061/(ASCE)MT.1943-5533.0003906 Chu, 2018, Fibre factors governing the fresh and hardened properties of steel FRC, Constr Build Mater, 186, 1228, 10.1016/j.conbuildmat.2018.08.047 Kwan, 2018, Direct tension behaviour of steel fibre reinforced concrete measured by a new test method, Eng Struct, 176, 324, 10.1016/j.engstruct.2018.09.010 Chu, 2021, Development of Infilled Cementitious Composites (ICC), Compos Struct, 267, 10.1016/j.compstruct.2021.113885 Krstulovic-Opara, 1994, Effect of increased tensile strength and toughness on reinforcing-bar bond behavior, Cem Concr Compos, 16, 129, 10.1016/0958-9465(94)90007-8 Ezeldin, 1989, Bond behavior of normal and high-strength fiber reinforced concrete, ACI Mater J, 86, 515 Söylev, 2011, The effect of fibers on the variation of bond between steel reinforcement and concrete with casting position, Constr Build Mater, 25, 1736, 10.1016/j.conbuildmat.2010.11.093 Moreno, 2014, Tension stiffening in reinforced high performance fiber reinforced cement-based composites, Ceme Concr Compo, 50, 36, 10.1016/j.cemconcomp.2014.03.004 Jones, 1995, Influence of rib geometry on strength of lapped joints: an experimental and analytical study, Mag Concr Res, 47, 253, 10.1680/macr.1995.47.172.253 Harajli, 2007, Effect of steel fibers on bond performance of steel bars in NSC and HSC under load reversals, J Mater Civil Eng, 19, 864, 10.1061/(ASCE)0899-1561(2007)19:10(864) Yazıcı, 2013, The effect of steel fiber on the bond between concrete and deformed steel bar in SFRCs, Constr Build Mater, 40, 299, 10.1016/j.conbuildmat.2012.09.098 Ganesan, 2014, Bond stress slip response of bars embedded in hybrid fibre reinforced high performance concrete, Constr Build Mater, 50, 108, 10.1016/j.conbuildmat.2013.09.032 Yoo, 2014, Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers, Compos Part B-Eng, 58, 122, 10.1016/j.compositesb.2013.10.081 Huang, 2016, Local bond performance of rebar embedded in steel-polypropylene hybrid fiber reinforced concrete under monotonic and cyclic loading, Constr Build Mater, 103, 77, 10.1016/j.conbuildmat.2015.11.040 Garcia-Taengua, 2016, Bond of reinforcing bars to steel fiber reinforced concrete, Constr Build Mater, 105, 275, 10.1016/j.conbuildmat.2015.12.044 Alkaysi, 2017, Factors affecting bond development between Ultra High Performance Concrete (UHPC) and steel bar reinforcement, Constr Build Mater, 144, 412, 10.1016/j.conbuildmat.2017.03.091 Bandelt, 2017, Bond behavior and interface modeling of reinforced high-performance fiber-reinforced cementitious composites, Cem Concr Compos, 83, 188, 10.1016/j.cemconcomp.2017.07.017 fib – federation internationale du beton. fib Model Code for Concrete Structures 2010. fib, Lausanne. British Standards Institution, 2011 Chu, 2019, A new bond model for reinforcing bars in steel fibre reinforced concrete, Cem Concre Compos, 104, 103405, 10.1016/j.cemconcomp.2019.103405 British Standards Institution, 2009 Chu, 2018, A new method for pull out test of reinforcing bars in plain and fibre reinforced concrete, Eng Struct, 164, 82, 10.1016/j.engstruct.2018.02.080 American Society for Testing and Materials. D7913/D7913M-14. Bond strength of fiber reinforced polymer matrix composite bars to concrete by pull out testing, ASTM, USA, 2014. Harajli, 1995, Local bond stress-slip behavior of reinforcing bars embedded in plain and fiber concrete, ACI Mater J, 92, 343 Chao, 2009, Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites, ACI Struct J, 106, 897 Bae, 2016, Bond stress between conventional reinforcement and steel fibre reinforced reactive powder concrete, Constr Build Mater, 112, 825, 10.1016/j.conbuildmat.2016.02.118 Grzybowski, 1990, Shrinkage cracking of fiber reinforced concrete, ACI Mater, 87, 138 Kwan, 2009, Shrinkage movement analysis of reinforced concrete floors constructed in stages, Comput Concr, 6, 167, 10.12989/cac.2009.6.2.167 Chu, 2019, Effect of paste volume on fresh and hardened properties of concrete, Constr Build Mater, 218, 284, 10.1016/j.conbuildmat.2019.05.131 Li, 2019, Synergistic effects of steel fibres and expansive agent on steel bar-concrete bond, Cem Concr Compos, 104, 103380, 10.1016/j.cemconcomp.2019.103380 Kwan AKH, Au FTK, Lee PKK. Minimizing shrinkage cracks in concrete structures for better serviceability and durability. Proceedings, Innovative Buildings Symposium, Hong Kong, January, 2002, pp. 117–136. Gribniak, 2007, State-of-art review of shrinkage effect on cracking and deformations of concrete bridge elements, Bal J Road Bridge Eng, II, 183 Kaklauskas, 2017, Crack model for RC members based on compatibility of stress-transfer and mean-strain approaches, J Struct Eng, 143, 04017105, 10.1061/(ASCE)ST.1943-541X.0001842 Ng, 2017, A rigorous analytical model for shrinkage cracking of reinforced concrete, Mag Concr Res, 69, 120, 10.1680/jmacr.16.00042 British Standard 8007: Code of practice for design of concrete structures for retaining aqueous liquids. BSI, London, UK, 1987. Häußler-Combe, 2012, Evaluation of concrete cracking due to restrained thermal loading and shrinkage, ACI Struct J, 109, 41 Eurocode 2, Design of concrete structures, EN1992-1-1. European Committee for Standardization, Brussels, Belgium, 2005. Li, 1993, Micromechanics of crack bridging in fibre-reinforced concrete, Mater Struct, 6, 486, 10.1007/BF02472808