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Development on the Corrosion of Steel Fiber and Prevention in the Ultra-High Performance Concrete (UHPC)
Abstract:
Chloride ions, water, and oxygen could cause the corrosion of steel fiber in the aggressive environment. The corrosion of steel fiber in UHPC is a long-term process and the rate is very slow. As one of the important components of ultra-high performance concrete (UHPC), the corrosion of steel fiber is the result of multiple factors. The characteristics of steel fiber corrosion in UHPC, the factors influencing the corrosion of steel fiber in UHPC (including nanomaterials, curing condition and crack width), and effects of steel fiber corrosion on the UHPC performance (including mechanical properties, matrix rehydration and corrosion of steel bar), are emphatically elaborated. And the control methods of steel fiber corrosion in UHPC are briefly introduced, i.e. hybrid fibers and stainless steel fibers.
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358-370
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June 2021
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[1] K.L. Scrivener, R.J. Kirkpatrick, Innovation in use and research on cementitious material, Cem. Concr. Res. 38 (2008) 128-136.
[2] S. Pyo, H.K. Kim, Fresh and hardened properties of ultra-high performance concrete incorporating coal bottom ash and slag powder, Constr. Build. Mater. 131 (2017) 459-466.
[3] Information on https://www.sciencedirect.com/science/article/pii/S0950061820300593.
[4] M. Alkaysi , S. El-Tawil, Z. Liu, et al, Effects of silica powder and cement type on durability of ultra high performance concrete (UHPC), Cem. Concr. Compos. 66 (2016) 47-56.
[5] N. Randl, T. Steiner, S. Ofner, et al, Development of UHPC mixtures from an ecological point of view, Constr. Build. Mater. 67 (2014) 373-378.
[6] M. Zhou, W. Lu, J.W. Song, et al, Application of ultra-high performance concrete in bridge engineering, Constr. Build. Mater. 186 (2018) 1256-1267.
[7] V. Matte, M. Moranville, F. Adenot, et al, Simulated microstructure and transport properties of ultra-high performance cement-based materials, Cem. Concr. Res. 30 (2000) 1947-1954.
[8] Y.S. Tai, H.H. Pan, Y.N. Kung, Mechanical properties of steel fiber reinforced reactive powder concrete following exposure to high temperature reaching 800°C, Nucl. Eng. Des. 241 (2011) 2416-2424.
[9] Information on https://www.sciencedirect.com/science/article/pii/S0950061819323669.
[10] K.W. Ng, J. Garder, S. Sritharan, Investigation of ultra high performance concrete piles for integral abutment bridges, Eng. Struct. 105 (2015) 220-230.
[11] Information on https://www.sciencedirect.com/science/article/pii/S0950061819333008.
[12] Information on https://kns.cnki.net/KCMS/detail/detail.aspx?dbname=CMFD201902&filename=1019209126.nh.
[13] S. Pyo, T. Koh, M. Tafesse, et al, Chloride-induced corrosion of steel fiber near the surface of ultra-high performance concrete and its effect on flexural behavior with various thickness, Constr. Build. Mater. 224 (2019) 206-213.
[14] Information on https://kns.cnki.net/KCMS/detail/detail.aspx?dbname=CMFD201502&filename=1015900549.nh.
[15] S. Pyo, M. Tafesse, H. Kim, et al, Effect of chloride content on mechanical properties of ultra high performance concrete, Cem. Concr. Compos. 84 (2017) 175-187.
[16] V. Marcos-Meson, A. Michel, A. Solgaard, et al, Corrosion resistance of steel fibre reinforced concrete - A literature review, Cem. Concr. Res. 103 (2018) 1-20.
[17] G. Chen, M.N.S. Hadi, D. Gao, et al, Experimental study on the properties of corroded steel fibres, Constr. Build. Mater. 79 (2015) 165-172.
[18] P.S. Mangat, K. Gurusamy, Corrosion resistance of steel fibres in concrete under marine exposure, Cem. Concr. Res. 18 (1988) 44-54.
[19] J.P. Hwang, M.S. Jung, M. Kim, et al, Corrosion risk of steel fibre in concrete, Constr. Build. Mater. 101 (2015) 239-245.
[20] J. Liu, B. Zhang, W.H. Qi, et al, Corrosion response of zinc phosphate conversion coating on steel fibers for concrete applications, J. Mater. Res. Technol. 9 (2020) 5912-5921.
[21] X.G. Zhang, Corrosion and electrochemistry of zinc, Springer, US, (1996).
[22] S. Abbas, A.M. Soliman, M.L. Nehdi, Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages, Constr. Build. Mater. 75 (2015) 429-441.
[23] R. Hay, C.P. Ostertag, Influence of transverse cracks and interfacial damage on corrosion of steel in concrete with and without fiber hybridization, Corros. Sci. 153 (2019) 213-224.
[24] J.P. Vincler, T. Sanchez, V. Turgeon, et al, A modified accelerated chloride migration tests for UHPC and UHPFRC with PVA and steel fibers, Cem. Concr. Res. 117 (2019) 38-44.
[25] Information on https://www.sciencedirect.com/science/article/pii/S1359836819335322.
[26] L.F. De, T. Sedran, Optimization of ultra-high-performance concrete by the use of a packing model, Cem. Concr. Res. 24 (1994) 997-1009.
[27] P. Richard, M. Cheyrezy, Composition of reactive powder concretes, Cem. Concr. Res. 25 (1995) 1501-1511.
[28] J.F. Burroughs, J. Weiss, J.E. Haddock, et al, Influence of high volumes of silica fume on the rheological behavior of oil well cement pastes, Constr. Build. Mater. 203 (2019) 401-407.
[29] M.Z. An, Y. Wang, Z.R. Yu, Damage mechanisms of ultra-high-performance concrete under freeze–thaw cycling in salt solution considering the effect of rehydration, Constr. Build. Mater. 198 (2019) 546-552.
[30] B.G. Han, L.Q. Zhang, S.Z Zeng, et al, Nano-core effect in nano-engineered cementitious composites, Compos. Part A: Appl. Sci. Manuf. 95 (2017) 100-109.
[31] X.D. He, X.M. Shi, Chloride permeability and microstructure of portland cement mortars incorporating nanomaterials, Transp. Res. Rec.2070 (2008) 13-21.
DOI: 10.3141/2070-03
[32] D.N. Wang, W. Zhang, Y.F. Ruan, et al, Enhancements and mechanisms of nanoparticles on wear resistance and chloride penetration resistance of reactive powder concrete, Constr. Build. Mater. 189 (2018) 487-497.
[33] Information on https://iopscience.iop.org/article/10.1088/2053-1591/aa87db/meta.
[34] B.G. Han, Z. Li, L.Q. Zhang, et al, Reactive powder concrete reinforced with nano SiO2-coated TiO2, Constr. Build. Mater. 148 (2017) 104-112.
[35] T. Meng, Y.C. Yu, X.Q. Qian, et al, Effect of nano-TiO2 on the mechanical properties of cement mortar, Constr. Build. Mater. 29 (2012) 241-245.
[36] P. Hosseini, A. Booshehrian, A. Madari, Developing concrete recycling strategies by utilization of nano-SiO2 particles, Waste. Biomass. Valorization. 2 (2011) 347-355.
[37] A. Beglarigale, H. Yazici, Electrochemical corrosion monitoring of steel fiber embedded in cement based composites, Cem. Concr. Compos. 83 (2017) 427-446.
[38] C. Andrade, C. Alonso, Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method, Mater. Struct. 37 (2004) 623-643.
DOI: 10.1007/bf02483292
[39] B. Lothenbach, F. Winnefeld, C. Alder, et al, Effect of temperature on the pore solution, microstructure and hydration products of Portland cement pastes, Cem. Concr. Res. 37 (2007) 483-491.
[40] K.O. Kjellsen, Heat curing and post-heat curing regimes of high-performance concrete: Influence on microstructure and C-S-H composition, Cem. Concr. Res. 26 (1996) 295-307.
[41] R. Wang, P.M. Wang, X.G. Li, Physical and mechanical properties of styrene–butadiene rubber emulsion modified cement mortars, Cem. Concr. Res. 35 (2005) 900-906.
[42] A. Çolak, Properties of plain and latex modified portland cement pastes and concretes with and without superplasticizer, Cem. Concr. Res. 35 (2005) 1510-1521.
[43] J.H. Kim, R.E. Robertson, Prevention of air void formation in polymer-modified cement mortar by pre-wetting, Cem. Concr. Res. 27 (1997) 171-176.
[44] D.Y. Yoo, K.H. Min, J.H. Lee, et al, Shrinkage and cracking of restrained ultra-high-performance fiber-reinforced concrete slabs at early age, Constr. Build. Mater. 73 (2014) 357-365.
[45] D.Y. Yoo, S. Kim, M.J. Kim, Comparative shrinkage behavior of ultra-high-performance fiber-reinforced concrete under ambient and heat curing conditions, Constr. Build. Mater. 162 (2018) 406-419.
[46] K. Hashimoto, T. Toyoda, H. Yokota, et al, Tension-softening behavior and chloride ion diffusivity of cracked ultra-high strength fiber reinforced concrete, in: RILEM-fib-AFGC International Symposium on Ultra High Performance Fibre-Reinforced Concrete, Marseille, France, 2014, pp.257-264.
[47] R. Zhang, A. Castel, R. François, The corrosion pattern of reinforcement and its influence on serviceability of reinforced concrete members in chloride environment, Cem. Concr. Res. 39 (2009) 1077-1086.
[48] J.H. Long, The stick strength between the steel fiber and the base body interface, J. Hefei Univ.Technol:Nat. Sci. Ed. S1 (1999) 3-5.
[49] C. Frazão, J. Barros, A. Camões, et al, Corrosion effects on pullout behavior of hooked steel fibers in self-compacting concrete, Cem. Concr. Res. 79 (2016) 112-122.
[50] N. Banthia, C. Foy, Marine curing of steel fiber composites, J. Mater. Civ. Eng. 1 (1989) 86-96.
[51] E. Alizade, F.J. Alaee, S. Zabihi, Effect of steel fiber corrosion on mechanical properties of steel fiber reinforced concrete, Asian J. Civ. Eng. 17 (2016) 147-158.
[52] D.Y. Yoo, J.Y. Gim, B. Chun, Effects of rust layer and corrosion degree on the pullout behavior of steel fibers from ultra-high-performance concrete, J. Mater. Res. Technol. 9 (2020) 3632-3648.
[53] Information on https://www.sciencedirect.com/science/article/pii/S0958946520300585.
[54] M.F. Ba, C.X. Qian, X.J. Guo, et al, Effects of steam curing on strength and porous structure of concrete with low water/binder ratio, Constr. Build. Mater. 25 (2011) 123-128.
[55] V. Živica, Effects of the very low water/cement ratio, Constr. Build. Mater. 23 (2009) 3579-3582.
[56] Q.L. Song, R. Yu, Z.H. Shui, et al, Steel fibre content and interconnection induced electrochemical corrosion of ultra-high performance fibre reinforced concrete (UHPFRC), Cem. Concr. Compos. 94 (2018) 191-200.
[57] W.N. Meng, K.H. Khayat, Improving flexural performance of ultra-high-performance concrete by rheology control of suspending mortar, Compos. B. Eng. 117 (2017) 26-34.
[58] L. Fan, Y. Bao, W.N. Meng, et al, In-situ monitoring of corrosion-induced expansion and mass loss of steel bar in steel fiber reinforced concrete using a distributed fiber optic sensor, Compos. B. Eng. 165 (2019) 679–689.
[59] V. Vignal, V. Rault, H. Krawiec, et al, Microstructure and corrosion behaviour of deformed pearlitic and brass-coated pearlitic steels in sodium chloride solution, Electrochim. Acta. 203 (2016) 416-425.
[60] A.K. Someh, N. Saeki, The role of galvanic steel fibers in corrosion-protection of reinforced concrete, Proc. Japan. Concr. Inst. 19 (1997) 889-894.
[61] R. Roque, N. Kim, B. Kim, et al, Durability of fiber-reinforced concrete in florida environments, Florida Department of Transportation, US, (2009).
[62] F. Tang, G. Chen, R.K. Brow, Chloride-induced corrosion mechanism and rate of enamel- and epoxy-coated deformed steel bars embedded in mortar, Cem. Concr. Res. 82 (2016) 58-73.
[63] B.R. Andres, H. Karla, D.W. Klaartje, et al, Macrocell corrosion in carbonated portland and portland-fly ash concrete - contribution and mechanism, Cem. Concr. Res. 116 (2019) 273-283.
[64] M.I. Khan, Y.M. Abbas, G. Fares, Review of high and ultrahigh performance cementitious composites incorporating various combinations of fibers and ultrafines, J.King Saud. Univ: Eng. Sci.Ed. 29 (2017) 339-347.
[65] E. Pereira, G. Fischer, J.A.O. Barros, Effect of hybrid fiber reinforcement on the cracking process in fiber reinforced cementitious composites, Cem. Concr. Compos. 34 (2012) 1114-1123.
[66] N. Banthia, N. Nandakumar, Crack growth resistance of hybrid fiber reinforced cement composites, Cem. Concr. Compos. 25 (2003) 3-9.
[67] K. Hannawi, H. Bian, W. Prince-Agbodjan, et al, Effect of different types of fibers on the microstructure and the mechanical behavior of ultra-high performance fiber-reinforced concretes, Compos. B. Eng. 86 (2016) 214–220.
[68] S.T. Kang, B.Y. Lee, J.K. Kim, et al, The effect of fibre distribution characteristics on the flexural strength of steel fibre-reinforced ultra high strength concrete, Constr. Build. Mater. 25 (2011) 2450-2457.
[69] S.T. Kang, J.I. Choi, K.T. Koh, et al, Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete, Compos. Struct. 145 (2016) 37-42.
[70] S. Mindess, Developments in the formulation and reinforcement of concrete, CRC Press, US, (2014).
[71] J.Z. Su, Y.J. Lin, B.C. Chen, et al, Hydrid effects of steel fibers on the uniaxial tensile properties of ultra-high performance concrete, J. Nanchang. Univ: Eng. Technol. Ed. 41 (2019) 358-364.
[72] K.Z. Ma, L. Liu, C. Liu, et al, Mechanical properties of hybrid steel fiber reinforced high strength concrete, J. Build. Mater. 20 (2017) 261-265.
[73] L. Bertolini, P. Pedeferri, Laboratory and field experience on the use of stainless steel to improve durability of reinforced concrete, Corros. Rev. 20 (2002) 129-152.
[74] Z.Y. Huang, D. Li, Study on the effect of stainless steel fiber on the performance of ultra-high performance concrete, J. Railway Sci. Eng. 16 (2019) 376-383.