Evaluation of Corrosion by Impedance Spectroscopy of Embedded Steel in an Alternative Concrete Exposed to the Chloride Ion
In this article was evaluated the protective effect of
the alternative concrete obtained from the binary mixture of fly ash,
and iron and steel slag. After mixing the cement with aggregates,
structural steel was inserted in the matrix cementitious. The study
was conducted comparatively with specimens exposed to natural
conditions free of chloride ion. The chloride ion effect on the
specimens accelerated under controlled conditions (3.5% NaCl and
25°C temperature). The impedance data were acquired in a range of 1
mHz to 100 kHz.
[1] W. Aperador, R. Mejía de Gutiérrez, D.M. Bastidas, “Steel corrosion
behaviour in carbonated alkali-activated slag concrete” Corrosion
Science., Vol 51, no. 9, pp. 2027-2033, Sep. 2009.
[2] M. Criado, D.M. Bastidas, S. Fajardo, A. Fernández-Jiménez, J.M.
Bastidas, “Corrosion behaviour of a new low-nickel stainless steel
embedded in activated fly ash mortars” Cement and Concrete
Composites., Vol 33, no 6, pp. 644-652, July 2011.
[3] M. Criado, C. Monticelli, S. Fajardo, D. Gelli, V. Grassi, J.M. Bastidas,
“Organic corrosion inhibitor mixtures for reinforcing steel embedded in
carbonated alkali-activated fly ash mortar”, Construction and Building
Materials., Vol 35, pp. 30-37, 2012.
[4] S. Gavela, A. Ntziouni, E. Rakanta, N. Kouloumbi, V. Kasselouri-
Rigopoulou, “Corrosion behaviour of steel rebars in reinforced concrete
containing thermoplastic wastes as aggregates”, Construction and
Building Materials., Vol 41, pp. 419-426, April 2013.
[5] M. Torres-Luque, E. Bastidas-Arteaga, F. Schoefs, M. Sánchez-Silva,
J.F. Osma, “Non-destructive methods for measuring chloride ingress
into concrete: State-of-the-art and future challenges”, Construction and
Building Materials., Vol 68, pp. 68-81, Oct. 2014. [6] A.A. Sagüés, M.A. Pech-Canul, A.K.M. Shahid Al-Mansur, “Corrosion
macrocell behavior of reinforcing steel in partially submerged concrete
columns”., Corrosion Science., Vol 45, no 1,pp. 7-32, Jan. 2003,
[7] M. Criado, I. García-Díaz, J.M. Bastidas, F.J. Alguacil, F.A. López, C.
Monticelli, “Effect of recycled glass fiber on the corrosion behavior of
reinforced mortar”, Construction and Building Materials., Vol 64, pp.
261-269, August 2014.
[8] I. Martínez, C. Andrade, “Application of EIS to cathodically protected
steel: Tests in sodium chloride solution and in chloride contaminated
concrete”, Corrosion Science., Vol 50, no. 10, pp. 2948-2958, Oct. 2008.
[9] S. Fajardo, D.M. Bastidas, M. Criado, M. Romero, J.M. Bastidas,
“Corrosion behaviour of a new low-nickel stainless steel in saturated
calcium hydroxide solution”, Construction and Building Materials, Vol.
25, no. 11, pp. 4190-4196. Nov. 2011.
[10] S.M. Alvarez, A. Bautista, F. Velasco, Corrosion behaviour of
corrugated lean duplex stainless steels in simulated concrete pore
solutions, Corrosion Science., Vol 53, no. 5, pp. 1748-1755, May 2011.
[11] J.J. Shi, W. Sun, “Effects of phosphate on the chloride-induced
corrosion behavior of reinforcing steel in mortars”, Cement and
Concrete Composites, Vol 45, no. 1, pp. 166-175, Jan. 2014.
[12] C. Monticelli, M. Criado, S. Fajardo, J.M. Bastidas, M. Abbottoni, A.
Balbo, “Corrosion behaviour of a Low Ni austenitic stainless steel in
carbonated chloride-polluted alkali-activated fly ash mortar”, Cement
and Concrete Research., Vol 55, no1. pp. 49-58, Jan 2014.
[13] A. Shah, Y. Ribakov, “Recent trends in steel fibered high-strength
concrete” Materials & Design, Vol. 32, no. 8–9, pp. 4122-4151, Sept.
2011
[14] A. Poursaee, C.M. Hansson, “Potential pitfalls in assessing chlorideinduced
corrosion of steel in concrete”, Cement and Concrete Research,
Vol. 39, no. 5, pp. 391-400, May 2009.
[1] W. Aperador, R. Mejía de Gutiérrez, D.M. Bastidas, “Steel corrosion
behaviour in carbonated alkali-activated slag concrete” Corrosion
Science., Vol 51, no. 9, pp. 2027-2033, Sep. 2009.
[2] M. Criado, D.M. Bastidas, S. Fajardo, A. Fernández-Jiménez, J.M.
Bastidas, “Corrosion behaviour of a new low-nickel stainless steel
embedded in activated fly ash mortars” Cement and Concrete
Composites., Vol 33, no 6, pp. 644-652, July 2011.
[3] M. Criado, C. Monticelli, S. Fajardo, D. Gelli, V. Grassi, J.M. Bastidas,
“Organic corrosion inhibitor mixtures for reinforcing steel embedded in
carbonated alkali-activated fly ash mortar”, Construction and Building
Materials., Vol 35, pp. 30-37, 2012.
[4] S. Gavela, A. Ntziouni, E. Rakanta, N. Kouloumbi, V. Kasselouri-
Rigopoulou, “Corrosion behaviour of steel rebars in reinforced concrete
containing thermoplastic wastes as aggregates”, Construction and
Building Materials., Vol 41, pp. 419-426, April 2013.
[5] M. Torres-Luque, E. Bastidas-Arteaga, F. Schoefs, M. Sánchez-Silva,
J.F. Osma, “Non-destructive methods for measuring chloride ingress
into concrete: State-of-the-art and future challenges”, Construction and
Building Materials., Vol 68, pp. 68-81, Oct. 2014. [6] A.A. Sagüés, M.A. Pech-Canul, A.K.M. Shahid Al-Mansur, “Corrosion
macrocell behavior of reinforcing steel in partially submerged concrete
columns”., Corrosion Science., Vol 45, no 1,pp. 7-32, Jan. 2003,
[7] M. Criado, I. García-Díaz, J.M. Bastidas, F.J. Alguacil, F.A. López, C.
Monticelli, “Effect of recycled glass fiber on the corrosion behavior of
reinforced mortar”, Construction and Building Materials., Vol 64, pp.
261-269, August 2014.
[8] I. Martínez, C. Andrade, “Application of EIS to cathodically protected
steel: Tests in sodium chloride solution and in chloride contaminated
concrete”, Corrosion Science., Vol 50, no. 10, pp. 2948-2958, Oct. 2008.
[9] S. Fajardo, D.M. Bastidas, M. Criado, M. Romero, J.M. Bastidas,
“Corrosion behaviour of a new low-nickel stainless steel in saturated
calcium hydroxide solution”, Construction and Building Materials, Vol.
25, no. 11, pp. 4190-4196. Nov. 2011.
[10] S.M. Alvarez, A. Bautista, F. Velasco, Corrosion behaviour of
corrugated lean duplex stainless steels in simulated concrete pore
solutions, Corrosion Science., Vol 53, no. 5, pp. 1748-1755, May 2011.
[11] J.J. Shi, W. Sun, “Effects of phosphate on the chloride-induced
corrosion behavior of reinforcing steel in mortars”, Cement and
Concrete Composites, Vol 45, no. 1, pp. 166-175, Jan. 2014.
[12] C. Monticelli, M. Criado, S. Fajardo, J.M. Bastidas, M. Abbottoni, A.
Balbo, “Corrosion behaviour of a Low Ni austenitic stainless steel in
carbonated chloride-polluted alkali-activated fly ash mortar”, Cement
and Concrete Research., Vol 55, no1. pp. 49-58, Jan 2014.
[13] A. Shah, Y. Ribakov, “Recent trends in steel fibered high-strength
concrete” Materials & Design, Vol. 32, no. 8–9, pp. 4122-4151, Sept.
2011
[14] A. Poursaee, C.M. Hansson, “Potential pitfalls in assessing chlorideinduced
corrosion of steel in concrete”, Cement and Concrete Research,
Vol. 39, no. 5, pp. 391-400, May 2009.
@article{"International Journal of Chemical, Materials and Biomolecular Sciences:71478", author = "Erika J. Ruíz and Jairo R. Cortes and Willian A. Aperador", title = "Evaluation of Corrosion by Impedance Spectroscopy of Embedded Steel in an Alternative Concrete Exposed to the Chloride Ion", abstract = "In this article was evaluated the protective effect of
the alternative concrete obtained from the binary mixture of fly ash,
and iron and steel slag. After mixing the cement with aggregates,
structural steel was inserted in the matrix cementitious. The study
was conducted comparatively with specimens exposed to natural
conditions free of chloride ion. The chloride ion effect on the
specimens accelerated under controlled conditions (3.5% NaCl and
25°C temperature). The impedance data were acquired in a range of 1
mHz to 100 kHz.
", keywords = "Alternative concrete, corrosion, alkaline activation.", volume = "9", number = "3", pages = "509-4", }
