Cracks width-corrosion rate correlation on the durability of reinforced concrete in a very high aggressiveness tropical marine environment
Abstract
The aim of this investigation was to evaluate the correlation between crack width and apparent corrosion rate in reinforced concrete specimens exposed for more than six years to a tropical marine environment, at the natural test site La Voz, Venezuela. Six specimens from DURACON Project (prismatic 15x15x60 cm, with 0.65 w/c ratio) were monitored; each specimen having six reinforcing steel bars placed at three different depths (two each at 15, 20, and 30 mm) for electrochemical tests (corrosion potential and corrosion rate). An empirical correlation between surface crack propagation rate and iCORR was established, which may help iCORR estimation indirectly if values of maximum surface crack widths due to reinforcement corrosion are obtained in at least one-year period of monitoring.
Downloads
References
Almusallam, A. A., Al-Gahtani, A. S., Maslehuddin, M., Khan, M. M., Aziz, A. R. (1997), Evaluation of Repair Materials for Functional Improvement of Slabs and Beams with Corroded Reinforcement. Proc. ICE-Struct. Build 122 (1): 27-34.
Cabrera, J.G. (1996), Deterioration of concrete due to reinforcement steel corrosion, Cement and Concrete Composites, 18 (1), pp. 47-59. https://doi.org/10.1016/0958-9465(95)00043-7
Cabrera-Madrid, J. A., Balancán-Zapata, M., Torres-Acosta, A. A., Castro-Borges, P. (2014) “Effect of tropical marine microclimates on depassivation and corrosion-induced cracking of reinforced concrete,†International Journal of Electrochemical Science, vol. 9, pp. 8211 – 8225, ISSN: 1452-3981.
Feliú, S., González, J. A., Feliú, V., Feliú, S. Jr., Escudero, M. L., RodrÃguez Maribona, I. A., Ausin, V., Andrade, M. C., Bolano, J. A., Jimenez, F. (1933), Corrosion detecting probes for use with a corrosion-rate meter for electrochemically determining the corrosion rate of reinforced concrete structures, U.S., Patent 5259944 A.
González, J. A., Andrade, C., Alonso, C., Feliú, S. (1995), Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded Steel reinforcement. Cement and Concrete Research, 25 (2), pp. 257-264. https://doi.org/10.1016/0008-8846(95)00006-2
Hernández, Y., de Rincón, O., Torres, A., Delgado, S., RodrÃguez, J. (2016), “Relación entre la Velocidad de Corrosión de la Armadura y el Ancho de Fisuras en Vigas de Concreto Armado Expuestas a Ambientes que Simulan el Medio Marinoâ€. Revista ALCONPAT, 6 (3), pp. 272-283. DOI: http://dx.doi.org/10.21041/ra.v613.152.
Huang, R., Yang, C. C. (1997), Condition Assessment of Reinforced Concrete Beams Relative to Reinforcement Corrosion. Cement and Concrete Composites, 19 (2), pp. 131-137. https://doi.org/10.1016/S0958-9465(96)00050-9
ISO 9223:2012 (latest revision), “Corrosion of metals and alloys -- Corrosivity of atmospheres -- Classification, determination and estimationâ€, (Geneva, Switzerland: ISO).
Mangat, P. S., Elgarf, M. S. (1999), “Strength and serviceability of repaired reinforced concrete beams undergoing reinforcement corrosionâ€. Magazine of Concrete Research, 51 (2), pp. 97-112. https://doi.org/10.1680/macr.1999.51.2.97
Rodriguez, J., Ortega, L. M., Casal, J. (1997), Load carrying capacity of concrete structures with corroded reinforcement, Construction and Building Materials, 11 (4), pp. 239-248. https://doi.org/10.1016/S0950-0618(97)00043-3
Tachibana, Y., Maeda, K. I., Kajikawa, Y., Kawamura, M. (1990). “Mechanical behaviour of RC beams damaged by corrosion of reinforcement. Corrosion of Reinforcement in Concrete†in Third International Symposium on Corrosion of Reinforcement in Concrete Construction, paper no. 00606810: Elsevier Science Publishers/CICC Publications, ISBN: 1-85166-487-4, May 21-24, p. 178-187.
Torres Acosta, A.A. (1999) “Cracking induced by localized corrosion of reinforcement in chloride contaminated concreteâ€, Ph.D. Thesis, University of South Florida, Tampa, FL.
Torres Acosta, A. A., MartÃnez Madrid, M. (2003), Residual Life of Corroding Reinforced Concrete Structures in Marine Environment. Journal of Materials in Civil Engineering, 15 (4), pp. 344-353. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:4(344)
Torres Acosta, A. A., Hernández, Y., Troconis de Rincón, O., Delgado, S., RodrÃguez, J. (2007). “Agrietamiento de vigas de concreto por corrosión del acero de refuerzo cuando se les aplica una carga externa permanente,†BoletÃn del Instituto Mexicano del Transporte (IMT), Notas 109, N°2, http://ww.imt.mx/SitioIMT/Boletines/resumen-boletines.aspx?IdArticulo=314&IdBoletin=110 (Aug. 05, 2014).
Torres-Acosta, A. A. and Castro-Borges, P. (2013). “Corrosion-Induced Cracking of Concrete Elements Exposed to a Natural Marine Environment for Five Yearsâ€, Corrosion, v. 69, No. 11, November, pp. 1122-1131, ISSN: 0010-9312.
Troconis de Rincón, O., et al. (2007), “Effect of the marine environment on reinforced concrete durability in Iberoamerican countries: DURACON project/CYTEDâ€. Corrosion Science, 49 (7), pp. 2832-2843, https://doi.org/10.1016/j.corsci.2007.02.009
Vidal, T., Castel, A., Françoise, R. (2004), “Analyzing crack width to predict corrosion in reinforced concreteâ€, Cement and Concrete Research, 34 (1), pp. 165-174. https://doi.org/10.1016/S0008-8846(03)00246-1
_______________________________
License in effect from September 2020
You are free to:
- Share — copy and redistribute the material in any medium or format for any purpose, even commercially.
- Adapt — remix, transform, and build upon the material for any purpose, even commercially.
- The licensor cannot revoke these freedoms as long as you follow the license terms.
Under the following terms:
- Attribution — You must give appropriate credit , provide a link to the license, and indicate if changes were made . You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
Notices:
You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation .
No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.