Effect of the Electric Field on the Distribution Law of Chloride Ions and Microstructure in Concrete with the Addition of Mineral Admixtures
Migration testing of chloride under an electric field is a fast and effective method to determine the corrosion resistance of reinforced concrete against chloride. In this study, a series of admixture-involved (fly ash and slag) concrete specimens were produced for an accelerating chloride diffusion...
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description | Migration testing of chloride under an electric field is a fast and effective method to determine the corrosion resistance of reinforced concrete against chloride. In this study, a series of admixture-involved (fly ash and slag) concrete specimens were produced for an accelerating chloride diffusion test in 3% NaCl solution under an electric field and natural chloride diffusion in 165 g/L NaCl solution under immersion conditions. Then, the chloride profile and pore structure of concretes aged 56 and 91 days were compared to investigate the effect of the electric field on chloride diffusion as well as the microstructure of the concrete. The results showed that, under accelerating electric field conditions, the degree to which chloride refined the internal pore structure of the concrete was weaker than that under natural immersion conditions. The applied electric field changed the pore structure inside the concrete, but it had little effect on the distribution of total, free, and bound chlorides and their mutual relationship. In addition, it is necessary to consider that the electric field effect on chloride migration varies with the concrete mix proportions. |
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In this study, a series of admixture-involved (fly ash and slag) concrete specimens were produced for an accelerating chloride diffusion test in 3% NaCl solution under an electric field and natural chloride diffusion in 165 g/L NaCl solution under immersion conditions. Then, the chloride profile and pore structure of concretes aged 56 and 91 days were compared to investigate the effect of the electric field on chloride diffusion as well as the microstructure of the concrete. The results showed that, under accelerating electric field conditions, the degree to which chloride refined the internal pore structure of the concrete was weaker than that under natural immersion conditions. The applied electric field changed the pore structure inside the concrete, but it had little effect on the distribution of total, free, and bound chlorides and their mutual relationship. In addition, it is necessary to consider that the electric field effect on chloride migration varies with the concrete mix proportions.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma12091380</identifier><identifier>PMID: 31035363</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Admixtures ; Adsorption ; Aggregates ; Cement ; Chloride ; Chloride ions ; Concrete ; Corrosion resistance ; Curing ; Diffusion ; Electric fields ; Fly ash ; Humidity ; Ions ; Microstructure ; Permeability ; Raw materials ; Reinforced concrete ; Research methodology ; Sodium chloride ; Submerging</subject><ispartof>Materials, 2019-04, Vol.12 (9), p.1380</ispartof><rights>2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2019 by the authors. 2019</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c406t-8e5dc482d9f62fa90f46f83f5d2e66e3e97838b868debd7e0a57c650c85ba0bb3</citedby><cites>FETCH-LOGICAL-c406t-8e5dc482d9f62fa90f46f83f5d2e66e3e97838b868debd7e0a57c650c85ba0bb3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC6539784/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC6539784/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,315,728,781,785,886,27929,27930,53796,53798</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/31035363$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Xie, Xiaoli</creatorcontrib><creatorcontrib>Feng, Qingge</creatorcontrib><creatorcontrib>Chen, Zheng</creatorcontrib><creatorcontrib>Lu, Wei</creatorcontrib><title>Effect of the Electric Field on the Distribution Law of Chloride Ions and Microstructure in Concrete with the Addition of Mineral Admixtures</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>Migration testing of chloride under an electric field is a fast and effective method to determine the corrosion resistance of reinforced concrete against chloride. In this study, a series of admixture-involved (fly ash and slag) concrete specimens were produced for an accelerating chloride diffusion test in 3% NaCl solution under an electric field and natural chloride diffusion in 165 g/L NaCl solution under immersion conditions. Then, the chloride profile and pore structure of concretes aged 56 and 91 days were compared to investigate the effect of the electric field on chloride diffusion as well as the microstructure of the concrete. The results showed that, under accelerating electric field conditions, the degree to which chloride refined the internal pore structure of the concrete was weaker than that under natural immersion conditions. The applied electric field changed the pore structure inside the concrete, but it had little effect on the distribution of total, free, and bound chlorides and their mutual relationship. In addition, it is necessary to consider that the electric field effect on chloride migration varies with the concrete mix proportions.</description><subject>Admixtures</subject><subject>Adsorption</subject><subject>Aggregates</subject><subject>Cement</subject><subject>Chloride</subject><subject>Chloride ions</subject><subject>Concrete</subject><subject>Corrosion resistance</subject><subject>Curing</subject><subject>Diffusion</subject><subject>Electric fields</subject><subject>Fly ash</subject><subject>Humidity</subject><subject>Ions</subject><subject>Microstructure</subject><subject>Permeability</subject><subject>Raw materials</subject><subject>Reinforced concrete</subject><subject>Research methodology</subject><subject>Sodium chloride</subject><subject>Submerging</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkU1vFSEUhonR2KZ24w8wJG6MyVU-ZhhmY9Jcb7XJbbqpa8LAwUszAxUYq__BHy1z-6lsgJeHJwcOQq8p-cB5Tz5OmjLSUy7JM3RI-16saN80z5-sD9BxzlekDs6pZP1LdMAp4S0X_BD92TgHpuDocNkB3ox1k7zBpx5Gi2PYp599ruEwF1-Drb5Z6PVujMlbwGcxZKyDxefepFjB2ZQ5AfYBr2MwCQrgG192e9OJtX5vqYZzHyDpsWaT_7Vcya_QC6fHDMd38xH6drq5XH9dbS--nK1PtivTEFFWElprGsls7wRzuieuEU5y11oGQgCHvpNcDlJIC4PtgOi2M6IlRraDJsPAj9CnW-_1PExgDYRSC1HXyU86_VZRe_XvSfA79T3-VKLl1d1Uwbs7QYo_ZshFTT4bGEcdIM5ZMUa7piNCsoq-_Q-9inMK9XmKtY0UFWML9f6WWr4wJ3APxVCilj6rxz5X-M3T8h_Q-67yvy7opNU</recordid><startdate>20190428</startdate><enddate>20190428</enddate><creator>Xie, Xiaoli</creator><creator>Feng, Qingge</creator><creator>Chen, Zheng</creator><creator>Lu, Wei</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope></search><sort><creationdate>20190428</creationdate><title>Effect of the Electric Field on the Distribution Law of Chloride Ions and Microstructure in Concrete with the Addition of Mineral Admixtures</title><author>Xie, Xiaoli ; 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In this study, a series of admixture-involved (fly ash and slag) concrete specimens were produced for an accelerating chloride diffusion test in 3% NaCl solution under an electric field and natural chloride diffusion in 165 g/L NaCl solution under immersion conditions. Then, the chloride profile and pore structure of concretes aged 56 and 91 days were compared to investigate the effect of the electric field on chloride diffusion as well as the microstructure of the concrete. The results showed that, under accelerating electric field conditions, the degree to which chloride refined the internal pore structure of the concrete was weaker than that under natural immersion conditions. The applied electric field changed the pore structure inside the concrete, but it had little effect on the distribution of total, free, and bound chlorides and their mutual relationship. In addition, it is necessary to consider that the electric field effect on chloride migration varies with the concrete mix proportions.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>31035363</pmid><doi>10.3390/ma12091380</doi><oa>free_for_read</oa></addata></record> |
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subjects | Admixtures Adsorption Aggregates Cement Chloride Chloride ions Concrete Corrosion resistance Curing Diffusion Electric fields Fly ash Humidity Ions Microstructure Permeability Raw materials Reinforced concrete Research methodology Sodium chloride Submerging |
title | Effect of the Electric Field on the Distribution Law of Chloride Ions and Microstructure in Concrete with the Addition of Mineral Admixtures |
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