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.
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1 July 2023
Research Article|
May 05 2023
Modeling Electrochemical Performance of Reinforced Concrete in Natural Marine Airborne-Exposure Environments: DURACON Project,10-Year Evaluation
Valentina Millano-González;
Valentina Millano-González
*Centro de Estudios de Corrosión (CEC), Universidad del Zulia (LUZ), Ciudad Universitaria, Maracaibo, Zulia 4001, Venezuela.
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Oladis Troconis de Rincón;
Oladis Troconis de Rincón
‡
*Centro de Estudios de Corrosión (CEC), Universidad del Zulia (LUZ), Ciudad Universitaria, Maracaibo, Zulia 4001, Venezuela.
**Department of Civil and Environmental Engineering, University of Texas at San Antonio, San Antonio, Texas 78249.
‡Corresponding author. E-mail: [email protected].
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Andrés A. Torres-Acosta;
Andrés A. Torres-Acosta
***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.
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Miguel A. Sánchez Gómez;
Miguel A. Sánchez Gómez
*Centro de Estudios de Corrosión (CEC), Universidad del Zulia (LUZ), Ciudad Universitaria, Maracaibo, Zulia 4001, Venezuela.
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Pedro Castro-Borges;
Pedro Castro-Borges
****CINVESTAV Unidad Mérida, Mérida, Mexico.
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José T. Pérez-Quiroz;
José T. Pérez-Quiroz
*****Instituto Mexicano del Transporte, km12 Queretaro-Galindo, Queretaro, Queretaro, 76700 Mexico.
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Tezozomoc Pérez-López;
Tezozomoc Pérez-López
******Universidad Autónoma de Campeche, Centro de Investigación en Corrosión, Av. Heroes de Nacozari 480, 24079 Campeche, Campeche, Mexico.
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Rosa Vera;
Rosa Vera
*******Instituto de Química, Facultad de Ciencias, Pontificia Universidad Católica de Valparaíso, Avenida Universidad 330, Placilla (Curauma), Valparaíso, Casilla 4059, Chile.
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Manuela Salta;
Manuela Salta
********Grupo de Durabilidade de Materiais Inorgánicos, Departamento de Materiais, Laboratorio Nacional de Engenharia Civil, Av. Do Brasil 101, 1700-075, Lisboa, Portugal.
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Miguel Pedrón
Miguel Pedrón
*********Facultad de Ingeniería, Instituto de Estructuras y Transporte ‘‘Profesor Julio Ricaldoni’’ Universidad de la República, Av. 18 de Julio 1824, Cordón, Montevideo, Uruguay.
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CORROSION (2023) 79 (7): 719–731.
Citation
Valentina Millano-González, Oladis Troconis de Rincón, Andrés A. Torres-Acosta, Miguel A. Sánchez Gómez, Pedro Castro-Borges, José T. Pérez-Quiroz, Tezozomoc Pérez-López, Rosa Vera, Manuela Salta, Miguel Pedrón; Modeling Electrochemical Performance of Reinforced Concrete in Natural Marine Airborne-Exposure Environments: DURACON Project,10-Year Evaluation. CORROSION 1 July 2023; 79 (7): 719–731. doi: https://doi.org/10.5006/4235
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