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)...

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Autores principales: Baltazar Zamora, Miguel Ángel, Bastidas, David M., Santiago Hurtado, Griselda, Mendoza Rangel, José Manuel, Gaona Tiburcio, Citlalli, Almeraya Calderón, Facundo, Bastidas, José María
Formato: Artículo
Lenguaje:inglés
Publicado: Molecular Diversity Preservation International 2019
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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.
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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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