Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution
The use of supplementary cementitious materials such as fly ash, slag, and silica fume improve reinforced concrete corrosion performance, while decreasing cost and reducing environmental impact compared to ordinary Portland cement. In this study, the corrosion behavior of AISI 1018 carbon steel (CS)...
Autores principales: | , , , , , , |
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Formato: | Artículo |
Lenguaje: | inglés |
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Molecular Diversity Preservation International
2019
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Materias: | |
Acceso en línea: | http://eprints.uanl.mx/24989/2/24989.pdf |
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author | Baltazar Zamora, Miguel Ángel Bastidas, David M. Santiago Hurtado, Griselda Mendoza Rangel, José Manuel Gaona Tiburcio, Citlalli Almeraya Calderón, Facundo Bastidas, José María |
author_facet | Baltazar Zamora, Miguel Ángel Bastidas, David M. Santiago Hurtado, Griselda Mendoza Rangel, José Manuel Gaona Tiburcio, Citlalli Almeraya Calderón, Facundo Bastidas, José María |
author_sort | Baltazar Zamora, Miguel Ángel |
collection | Repositorio Institucional |
description | The use of supplementary cementitious materials such as fly ash, slag, and silica fume improve reinforced concrete corrosion performance, while decreasing cost and reducing environmental impact compared to ordinary Portland cement. In this study, the corrosion behavior of AISI 1018 carbon steel (CS) and AISI 304 stainless steel (SS) reinforcements was studied for 365 days. Three different concrete mixtures were tested: 100% CPC (composite Portland cement), 80% CPC and 20% silica fume (SF), and 80% CPC and 20% fly ash (FA). The concrete mixtures were designed according to the ACI 211.1 standard. The reinforced concrete specimens were immersed in a 3.5 wt.% NaCl test solution to simulate a marine environment. Corrosion monitoring was evaluated using the corrosion potential (Ecorr) according to ASTM C876 and the linear polarization resistance (LPR) according to ASTM G59. The results show that AISI 304 SS reinforcements yielded the best corrosion behavior, with Ecorr values mainly pertaining to the region of 10% probability of corrosion, and corrosion current density (icorr) values indicating passivity after 105 days of experimentation and low probability of corrosion for the remainder of the test period. |
format | Article |
id | eprints-24989 |
institution | UANL |
language | English |
publishDate | 2019 |
publisher | Molecular Diversity Preservation International |
record_format | eprints |
spelling | eprints-249892024-02-22T17:07:12Z http://eprints.uanl.mx/24989/ Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution Baltazar Zamora, Miguel Ángel Bastidas, David M. Santiago Hurtado, Griselda Mendoza Rangel, José Manuel Gaona Tiburcio, Citlalli Almeraya Calderón, Facundo Bastidas, José María Ingeniería y Tecnología TA Ingeniería General y Civil The use of supplementary cementitious materials such as fly ash, slag, and silica fume improve reinforced concrete corrosion performance, while decreasing cost and reducing environmental impact compared to ordinary Portland cement. In this study, the corrosion behavior of AISI 1018 carbon steel (CS) and AISI 304 stainless steel (SS) reinforcements was studied for 365 days. Three different concrete mixtures were tested: 100% CPC (composite Portland cement), 80% CPC and 20% silica fume (SF), and 80% CPC and 20% fly ash (FA). The concrete mixtures were designed according to the ACI 211.1 standard. The reinforced concrete specimens were immersed in a 3.5 wt.% NaCl test solution to simulate a marine environment. Corrosion monitoring was evaluated using the corrosion potential (Ecorr) according to ASTM C876 and the linear polarization resistance (LPR) according to ASTM G59. The results show that AISI 304 SS reinforcements yielded the best corrosion behavior, with Ecorr values mainly pertaining to the region of 10% probability of corrosion, and corrosion current density (icorr) values indicating passivity after 105 days of experimentation and low probability of corrosion for the remainder of the test period. Molecular Diversity Preservation International 2019-12-03 Article PeerReviewed text en cc_by_nc_nd http://eprints.uanl.mx/24989/2/24989.pdf http://eprints.uanl.mx/24989/2.haspreviewThumbnailVersion/24989.pdf Baltazar Zamora, Miguel Ángel y Bastidas, David M. y Santiago Hurtado, Griselda y Mendoza Rangel, José Manuel y Gaona Tiburcio, Citlalli y Almeraya Calderón, Facundo y Bastidas, José María (2019) Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution. Materials, 12 (23). pp. 1-10. ISSN 1996-1944 https://doi.org/10.3390/ma12234007 |
spellingShingle | Ingeniería y Tecnología TA Ingeniería General y Civil Baltazar Zamora, Miguel Ángel Bastidas, David M. Santiago Hurtado, Griselda Mendoza Rangel, José Manuel Gaona Tiburcio, Citlalli Almeraya Calderón, Facundo Bastidas, José María Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
thumbnail | https://rediab.uanl.mx/themes/sandal5/images/online.png |
title | Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
title_full | Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
title_fullStr | Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
title_full_unstemmed | Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
title_short | Effect of silica fume and fly ash admixtures on the corrosion behavior of AISI 304 embedded in concrete exposed in 3.5% NaCl solution |
title_sort | effect of silica fume and fly ash admixtures on the corrosion behavior of aisi 304 embedded in concrete exposed in 3 5 nacl solution |
topic | Ingeniería y Tecnología TA Ingeniería General y Civil |
url | http://eprints.uanl.mx/24989/2/24989.pdf |
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