Abstract
In this research, the contribution of silicon-based nanoparticles (NP) applied superficially on steel–concrete systems, for the passive film improvement was studied. The steel–concrete system was evaluated by electrochemical behavior and durability (physical and chemical properties) generated after such treatment. Corrosion current density (icorr), electrochemical double-layer capacitance (Cdl), coefficient of Warburg impedance (σw), film resistance (Rfilm), and total pore volume were some of the indicators to assess the contribution of NP on the passivity behavior of steels. The systems were fabricated with AISI 1018 carbon steel (CS), and AISI 1018 galvanized steel (GS) embedded in concrete. The water/cement ratio of 0.45 after concrete cured in a dispersion of NP for 24, 48, and 168 h were obtained. The results show that after 48 h of treatment the total pore volume decreases, attributed to reduction of pore interconnection, which was confirmed by the increase in electrical resistivity. Likewise, icorr, Rfilm, and Cdl results supported the passive film enhancement in both steels, which allows to decrease the oxygen on the metal surface, confirmed by σw.
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References
Hu J, Deng P, Li X et al (2018) The vertical Non-uniform corrosion of reinforced concrete exposed to the marine environments. Constr Build Mater 183:180–188. https://doi.org/10.1016/j.conbuildmat.2018.06.015
Sohail MG, Kahraman R, Alnuaimi NA et al (2020) Electrochemical behavior of mild and corrosion resistant concrete reinforcing steels. Constr Build Mater 232:117205. https://doi.org/10.1016/j.conbuildmat.2019.117205
Koch G (2017) Cost of corrosion. In: Trends Oil Gas Corros. Res Technol Prod Transm. https://doi.org/10.1016/B978-0-08-101105-8.00001-2
James A, Bazarchi E, Chiniforush AA et al (2019) Rebar corrosion detection, protection, and rehabilitation of reinforced concrete structures in coastal environments: a review. Constr Build Mater 224:1026–1039. https://doi.org/10.1016/j.conbuildmat.2019.07.250
Bank W (2021) World development indicators. https://databank.worldbank.org
Williamson J, Isgor OB (2016) The effect of simulated concrete pore solution composition and chlorides on the electronic properties of passive films on carbon steel rebar. Corros Sci 106:82–95. https://doi.org/10.1016/j.corsci.2016.01.027
Rivera-Corral JO, Fajardo G, Arliguie G et al (2017) Corrosion behavior of steel reinforcement bars embedded in concrete exposed to chlorides: effect of surface finish. Constr Build Mater 147:815–826. https://doi.org/10.1016/j.conbuildmat.2017.04.186
Fajardo G, Cruz-López A, Cruz-Moreno D et al (2015) Innovative application of silicon nanoparticles (SN): improvement of the barrier effect in hardened Portland cement-based materials. Constr Build Mater 76:158–167. https://doi.org/10.1016/j.conbuildmat.2014.11.054
Cruz-Moreno D, Fajardo G, Flores-Vivian I et al (2020) Multifunctional surfaces of portland cement-based materials developed with functionalized silicon-based nanoparticles. Appl Surf Sci 531:147355. https://doi.org/10.1016/j.apsusc.2020.147355
Castro-Borges P, Balancán-Zapata M, Zozaya-Ortiz A (2017) Electrochemical meaning of cumulative corrosion rate for reinforced concrete in a tropical natural marine environment. Adv Mater Sci Eng. https://doi.org/10.1155/2017/6973605
Ribeiro DV, Abrantes JCC (2016) Application of electrochemical impedance spectroscopy (EIS) to monitor the corrosion of reinforced concrete: a new approach. Constr Build Mater 111:98–104. https://doi.org/10.1016/j.conbuildmat.2016.02.047
Sánchez-Moreno M, Takenouti H, García-Jareño JJ et al (2009) A theoretical approach of impedance spectroscopy during the passivation of steel in alkaline media. Electrochim Acta 54:7222–7226. https://doi.org/10.1016/j.electacta.2009.07.013
Pokorný P, Tej P, Kouřil M (2017) Evaluation of the impact of corrosion of hot-dip galvanized reinforcement on bond strength with concrete – a review. Constr Build Mater 132:271–289. https://doi.org/10.1016/j.conbuildmat.2016.11.096
Tittarelli F, Bellezze T (2010) Investigation of the major reduction reaction occurring during the passivation of galvanized steel rebars. Corros Sci 52:978–983. https://doi.org/10.1016/j.corsci.2009.11.021
Padilla V, Alfantazi A (2014) Corrosion film breakdown of galvanized steel in sulphate-chloride solutions. Constr Build Mater 66:447–457. https://doi.org/10.1016/j.conbuildmat.2014.05.053
Zheng H, Dai JG, Poon CS, Li W (2018) Influence of calcium ion in concrete pore solution on the passivation of galvanized steel bars. Cem Concr Res 108:46–58. https://doi.org/10.1016/j.cemconres.2018.03.001
Norhasri MSM, Hamidah MS, Fadzil AM (2017) Applications of using nano material in concrete: a review. Constr Build Mater 133:91–97. https://doi.org/10.1016/j.conbuildmat.2016.12.005
Khaloo A, Mobini MH, Hosseini P (2016) Influence of different types of nano-SiO2 particles on properties of high-performance concrete. Constr Build Mater 113:188–201. https://doi.org/10.1016/j.conbuildmat.2016.03.041
Ji T (2005) Preliminary study on the water permeability and microstructure of concrete incorporating nano-SiO2. Cem Concr Res 35:1943–1947. https://doi.org/10.1016/j.cemconres.2005.07.004
Sánchez M, Alonso MC, González R (2014) Preliminary attempt of hardened mortar sealing by colloidal nanosilica migration. Constr Build Mater 66:306–312. https://doi.org/10.1016/j.conbuildmat.2014.05.040
Zapata LE, Portela G, Suárez OM, Carrasquillo O (2013) Rheological performance and compressive strength of superplasticized cementitious mixtures with micro/nano-SiO 2 additions. Constr Build Mater 41:708–716. https://doi.org/10.1016/j.conbuildmat.2012.12.025
Pan X, Shi Z, Shi C et al (2017) A review on concrete surface treatment Part I: Types and mechanisms. Constr Build Mater 132:578–590. https://doi.org/10.1016/j.conbuildmat.2016.12.025
Pan X, Shi Z, Shi C et al (2017) A review on surface treatment for concrete – Part 2: Performance. Constr Build Mater 133:81–90. https://doi.org/10.1016/j.conbuildmat.2016.11.128
Cruz Moreno D M, Fajardo San Miguel, Flores Vivián I et al (2017) Tratamiento superficial con nanopartículas base silicio inducido durante el curado: efecto en la durabilidad de materiales base cemento portland. Rev ALCONPAT 7:274. https://doi.org/10.21041/ra.v7i3.239
Vaca-Arciga L, Fajardo-San Miguel G, Cruz-Moreno D et al (2019) Uso De Nano-Sio2 Como Tratamiento Superficial De Mantenimiento Preventivo En Estructuras De Concreto Envejecido. 3:274–285. https://doi.org/10.21041/conpat2019/v2pat216
Stern M, Geary AL (1957) Electrochemical polarization: I. A Theoretical analysis of the shape of polarization curves. J Electrochem Soc 104:56–63. https://doi.org/10.1149/1.2428496
Otieno M, Beushausen H, Alexander M (2016) Chloride-induced corrosion of steel in cracked concrete - Part I: Experimental studies under accelerated and natural marine environments. Cem Concr Res 79:373–385. https://doi.org/10.1016/j.cemconres.2015.08.009
Fajardo G, Valdez P, Pacheco J (2009) Corrosion of steel rebar embedded in natural pozzolan based mortars exposed to chlorides. Constr Build Mater 23:768–774. https://doi.org/10.1016/j.conbuildmat.2008.02.023
Brug GJ, van den Eeden ALG, Sluyters-Rehbach M, Sluyters JH (1984) The analysis of electrode impedances complicated by the presence of a constant phase element. J Electroanal Chem 176:275–295. https://doi.org/10.1016/S0022-0728(84)80324-1
Tribollet B (2013) Analysis of Constant Phase Element. 223rd ECS Meet 1:75252
Vedalakshmi R, Saraswathy V, Song HW, Palaniswamy N (2009) Determination of diffusion coefficient of chloride in concrete using Warburg diffusion coefficient. Corros Sci 51:1299–1307. https://doi.org/10.1016/j.corsci.2009.03.017
Jo BW, Kim CH, Tae GH, Park JB (2007) Characteristics of cement mortar with nano-SiO2 particles. Constr Build Mater 21:1351–1355. https://doi.org/10.1016/j.conbuildmat.2005.12.020
Gónzalez-Hernández J, Pérez-Robles JF, Ruiz F, Martínez JR (2000) Vidrios SiO2 nanocompuestos preparados por sol-gel: revisión. Superf y vacío 1–16
Musić S, Filipović-Vinceković N, Sekovanić L (2011) Precipitation of amorphous SiO2 particles and their properties. Brazilian J Chem Eng 28:89–94. https://doi.org/10.1590/S0104-66322011000100011
Jafari V, Allahverdi A, Vafaei M (2014) Ultrasound-assisted synthesis of colloidal nanosilica from silica fume: effect of sonication time on the properties of product. Adv Powder Technol 25:1571–1577. https://doi.org/10.1016/j.apt.2014.05.011
Trocónis de Rincón O, Romero de Carruyo A, Andrade C et al (2000) Manual de Inspección, Evaluación y Diagnóstico de Corrosión en Estructuras de Hormigón Armado, 3ra. CYTED, Maracaibo, Venezuela
Faraldos M, Goberna C (2011) Técnicas de análisis y caracterización de materiales., 2da. DiScript Preimpresión, S. L., Madrid, España
Marchon D, Flatt RJ (2016) Mechanisms of cement hydration. Elsevier Ltd
Van Damme H, Pellenq RJM, Ulm FJ (2013) Cement hydrates, 2nd ed. Elsevier Ltd
Landa-Gómez AE, Fajardo-San Miguel G, Orozco-Cruz R, Galván-Martínez R (2019) Evaluation of corrosion in reinforced concrete during the curing stage, treated superficially with nanoparticles. ECS Trans 94:365–374. https://doi.org/10.1149/09401.0365ecst
Andrade C, Alonso C (1996) Corrosion rate monitoring in the laboratory and on-site. Constr Build Mater 10:315–328. https://doi.org/10.1016/0950-0618(95)00044-5
Tan ZQ, Hansson CM (2008) Effect of surface condition on the initial corrosion of galvanized reinforcing steel embedded in concrete. Corros Sci 50:2512–2522. https://doi.org/10.1016/j.corsci.2008.06.035
de Oliveira AM, Cascudo O (2018) Effect of mineral additions incorporated in concrete on thermodynamic and kinetic parameters of chloride-induced reinforcement corrosion. Constr Build Mater 192:467–477. https://doi.org/10.1016/j.conbuildmat.2018.10.100
Zheng H, Dai JG, Li W, Poon CS (2018) Influence of chloride ion on depassivation of passive film on galvanized steel bars in concrete pore solution. Constr Build Mater 166:572–580. https://doi.org/10.1016/j.conbuildmat.2018.01.174
Andrade C, Feliu S (1989) Manual de inspección de obras dañadas por corrosión de armaduras. ICCT, Madrid, España
Popov BN (2015) Corrosion of Structural Concrete
Ahmad Z (2006) Concrete corrosion. In: Principles of corrosion engineering and corrosion control. Butterworth-Heinemann, pp 609–646
Joiret S, Keddam M, Nóvoa XR et al (2002) Use of EIS, ring-disk electrode, EQCM and Raman spectroscopy to study the film of oxides formed on iron in 1 M NaOH. Cem Concr Compos 24:7–15. https://doi.org/10.1016/S0958-9465(01)00022-1
Andrade C, Alonso C (2004) Electrochemical aspects of galvanized reinforcement corrosion. Galvaniz Steel Reinf Concr 111–144. https://doi.org/10.1016/B978-008044511-3/50020-7
Sobhani J, Najimi M (2013) Electrochemical impedance behavior and transport properties of silica fume contained concrete. Constr Build Mater 47:910–918. https://doi.org/10.1016/j.conbuildmat.2013.05.010
Vedalakshmi R, Palaniswamy N (2010) Analysis of the electrochemical phenomenon at the rebar-concrete interface using the electrochemical impedance spectroscopic technique. Mag Concr Res 62:177–189. https://doi.org/10.1680/macr.2010.62.3.177
Acknowledgements
The authors express their gratitude to National Council for Science and Technology (CONACYT), The Laboratory of Research and Innovation in Construction Materials of the Civil Engineering Faculty of the Nuevo León Autonomous University and the Doctorate Program of Materials and Nanoscience of MICRONA Center of the Veracruzana University for the financial and technical support to A. E. Landa-Gómez for the realization of this research.
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Highlights
• Surface treatments with NS could revolutionize the concrete industry.
• The treatments contributed to the improvement of the passive film of CS and GS.
• The NS promoted a decrease in the pore volume of the concrete.
• Rct and Cdl of CS and GS are enhanced by surface treatments.
• The treatments contribute to reduce corrosion in steel-concrete systems.
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Landa-Gómez, A.E., Fajardo, G., Orozco-Cruz, R. et al. Electrochemical corrosion evaluation of a steel–concrete system with surface treatment of silicon nanoparticles. J Solid State Electrochem 27, 3049–3065 (2023). https://doi.org/10.1007/s10008-023-05536-4
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DOI: https://doi.org/10.1007/s10008-023-05536-4