Modeling Electrochemical Performance of Reinforced Concrete in Natural Marine Airborne-Exposure Environments: DURACON Project,10-Year Evaluation

Author:

Millano-González Valentina1ORCID,Troconis de Rincón Oladis12ORCID,Torres-Acosta Andrés A.3ORCID,Sánchez Gómez Miguel A.1,Castro-Borges Pedro4,Pérez-Quiroz José T.5,Pérez-López Tezozomoc6ORCID,Vera Rosa7,Salta Manuela8,Pedrón Miguel9

Affiliation:

1. *Centro de Estudios de Corrosión (CEC), Universidad del Zulia (LUZ), Ciudad Universitaria, Maracaibo, Zulia 4001, Venezuela.

2. **Department of Civil and Environmental Engineering, University of Texas at San Antonio, San Antonio, Texas 78249.

3. ***Tecnologico de Monterrey, School of Engineering and Science, Department of Sustainable Technologies and Civil, Epigmenio González 500, San Pablo, 76130 Santiago de Querétaro, Qro, Mexico.

4. ****CINVESTAV Unidad Mérida, Mérida, Mexico.

5. *****Instituto Mexicano del Transporte, km12 Queretaro-Galindo, Queretaro, Queretaro, 76700 Mexico.

6. ******Universidad Autónoma de Campeche, Centro de Investigación en Corrosión, Av. Heroes de Nacozari 480, 24079 Campeche, Campeche, Mexico.

7. *******Instituto de Química, Facultad de Ciencias, Pontificia Universidad Católica de Valparaíso, Avenida Universidad 330, Placilla (Curauma), Valparaíso, Casilla 4059, Chile.

8. ********Grupo de Durabilidade de Materiais Inorgánicos, Departamento de Materiais, Laboratorio Nacional de Engenharia Civil, Av. Do Brasil 101, 1700-075, Lisboa, Portugal.

9. *********Facultad de Ingeniería, Instituto de Estructuras y Transporte ‘‘Profesor Julio Ricaldoni’’ Universidad de la República, Av. 18 de Julio 1824, Cordón, Montevideo, Uruguay.

Abstract

This research evaluation consisted of a detailed statistical analysis of the recorded data in 72 reinforced concrete specimens, from 12 natural test sites (in nine countries) located in chloride-laden environments (marine airborne-exposure test sites located between 50 m and 250 m from seashore), during a natural exposure period of 10 y. The parameters evaluated included the concrete physical-mechanical characteristics; meteorochemical information; natural reinforcing steel’s instantaneous corrosion current density (icorr) and cumulative icorr; and concrete chloride concentration; surface crack width and rebar cross-section loss correlations. This statistical analysis resulted in empirical instantaneous icorr predictions as a function of the exposure microclimates, through linear multiple regressions. These models showed a high linear dependence of the cumulative icorr with the concrete capillary absorption as well as with the meteorochemical parameters. Results obtained in this investigation showed higher corrosion aggressiveness in tropical environments when compared to nontropical ones. The cumulative icorr proved to be an effective tool to indicate the corrosive likelihood and differentiate the stages of Tuutti’s service life model.

Publisher

Association for Materials Protection and Performance (AMPP)

Subject

General Materials Science,General Chemical Engineering,General Chemistry

Reference39 articles.

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3. Artificial neural network modeling of atmospheric corrosion in the MICAT project

4. Numerical Modeling of Steel Corrosion in Concrete Structures due to Chloride Ion, Oxygen and Water Movement

5. Calculation of Extended Counter Electrode Polarization Effects on the Electrochemical Impedance Response of Steel in Concrete,” in STP 1188 Electrochemical Impedance Analysis and Interpretation;Kranc,1993

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