Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques
It is generally considered that the admixing of fly ash improves various properties of concrete including durability. However, the admixing of fly ash also reduces the resistance against carbonation of concrete due to consuming Ca(OH)2 by pozzolan reaction. Then, it is important to evaluate the corr...
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Veröffentlicht in: | Journal of the Society of Materials Science, Japan Japan, 2003/09/15, Vol.52(9), pp.1055-1060 |
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creator | UEDA, Takao NANASAWA, Akira YOKOTA, Masaru MIZUGUCHI, Hiroyuki |
description | It is generally considered that the admixing of fly ash improves various properties of concrete including durability. However, the admixing of fly ash also reduces the resistance against carbonation of concrete due to consuming Ca(OH)2 by pozzolan reaction. Then, it is important to evaluate the corrosion behavior of reinforcing steel embedded in concrete using fly ash. In this study, the influence of fly ash admixed into concrete as the substitute for cement or fine aggregate on corrosion behavior of reinforcement due to both chloride attack and carbonation, was evaluated by means of electrochemical techniques. The results showed that when fly ash was admixed as the substitute forr fine aggregate, restrained permeation of CO2 or Cl- into concrete resulted in small corrosion loss of steel. However, when fly ash was admixed as the substitute for cement, corrosion loss of reinforcing steel was not restrained under the severe corrosion condition in this study. |
doi_str_mv | 10.2472/jsms.52.1055 |
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However, the admixing of fly ash also reduces the resistance against carbonation of concrete due to consuming Ca(OH)2 by pozzolan reaction. Then, it is important to evaluate the corrosion behavior of reinforcing steel embedded in concrete using fly ash. In this study, the influence of fly ash admixed into concrete as the substitute for cement or fine aggregate on corrosion behavior of reinforcement due to both chloride attack and carbonation, was evaluated by means of electrochemical techniques. The results showed that when fly ash was admixed as the substitute forr fine aggregate, restrained permeation of CO2 or Cl- into concrete resulted in small corrosion loss of steel. However, when fly ash was admixed as the substitute for cement, corrosion loss of reinforcing steel was not restrained under the severe corrosion condition in this study.</description><identifier>ISSN: 0514-5163</identifier><identifier>EISSN: 1880-7488</identifier><identifier>DOI: 10.2472/jsms.52.1055</identifier><identifier>CODEN: ZARYAQ</identifier><language>jpn</language><publisher>Kyoto: The Society of Materials Science, Japan</publisher><subject>Carbonation ; Chloride induced corrosion ; Fly ash admixed concrete ; Half-cell potential ; Polarization resistance</subject><ispartof>Journal of the Society of Materials Science, Japan, 2003/09/15, Vol.52(9), pp.1055-1060</ispartof><rights>by The Society of Materials Science, Japan</rights><rights>2004 INIST-CNRS</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3665-63a9e190da1d50c2d45de03478af5a8f81f5e8ecb91052d6d627f3ff7c969f3d3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1881,4022,27922,27923,27924</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=15265307$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>UEDA, Takao</creatorcontrib><creatorcontrib>NANASAWA, Akira</creatorcontrib><creatorcontrib>YOKOTA, Masaru</creatorcontrib><creatorcontrib>MIZUGUCHI, Hiroyuki</creatorcontrib><title>Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques</title><title>Journal of the Society of Materials Science, Japan</title><addtitle>J. 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However, when fly ash was admixed as the substitute for cement, corrosion loss of reinforcing steel was not restrained under the severe corrosion condition in this study.</description><subject>Carbonation</subject><subject>Chloride induced corrosion</subject><subject>Fly ash admixed concrete</subject><subject>Half-cell potential</subject><subject>Polarization resistance</subject><issn>0514-5163</issn><issn>1880-7488</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2003</creationdate><recordtype>article</recordtype><recordid>eNpFkM1KAzEURoMoWGp3PsBsdOXU_EwyybKUVoWCoO06pJmbNiWdqclU6Ns7Y6VuErg5OZfvQ-ie4DEtSvq8S_s05nRMMOdXaECkxHlZSHmNBpiTIudEsFs0SsmvMaaUMlmoAfqYfZtwNK1v6qxx2WcLELJpE2OT-pGvs3k4ZZO07Ya1jdBCtkq-3mSzALaNjd3C3lsTsiXYbe2_jpDu0I0zIcHo7x6i1Xy2nL7mi_eXt-lkkVsmBM8FMwqIwpUhFceWVgWvALOilMZxI50kjoMEu1ZdIlqJStDSMedKq4RyrGJD9Hj2HmLT72313icLIZgammPSVOKSKSI78OkM2i5ViuD0Ifq9iSdNsO670313mlPdd9fhD39ek7pkLpra-vT_h1PBWaceotmZ26XWbOACmNh6G-BXSpRgvVidj95_ebdbEzXU7AcdRYgr</recordid><startdate>2003</startdate><enddate>2003</enddate><creator>UEDA, Takao</creator><creator>NANASAWA, Akira</creator><creator>YOKOTA, Masaru</creator><creator>MIZUGUCHI, Hiroyuki</creator><general>The Society of Materials Science, Japan</general><general>Society of Materials Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SE</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>2003</creationdate><title>Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques</title><author>UEDA, Takao ; NANASAWA, Akira ; YOKOTA, Masaru ; MIZUGUCHI, Hiroyuki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3665-63a9e190da1d50c2d45de03478af5a8f81f5e8ecb91052d6d627f3ff7c969f3d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2003</creationdate><topic>Carbonation</topic><topic>Chloride induced corrosion</topic><topic>Fly ash admixed concrete</topic><topic>Half-cell potential</topic><topic>Polarization resistance</topic><toplevel>online_resources</toplevel><creatorcontrib>UEDA, Takao</creatorcontrib><creatorcontrib>NANASAWA, Akira</creatorcontrib><creatorcontrib>YOKOTA, Masaru</creatorcontrib><creatorcontrib>MIZUGUCHI, Hiroyuki</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Corrosion Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Journal of the Society of Materials Science, Japan</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>UEDA, Takao</au><au>NANASAWA, Akira</au><au>YOKOTA, Masaru</au><au>MIZUGUCHI, Hiroyuki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques</atitle><jtitle>Journal of the Society of Materials Science, Japan</jtitle><addtitle>J. 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The results showed that when fly ash was admixed as the substitute forr fine aggregate, restrained permeation of CO2 or Cl- into concrete resulted in small corrosion loss of steel. However, when fly ash was admixed as the substitute for cement, corrosion loss of reinforcing steel was not restrained under the severe corrosion condition in this study.</abstract><cop>Kyoto</cop><pub>The Society of Materials Science, Japan</pub><doi>10.2472/jsms.52.1055</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Carbonation Chloride induced corrosion Fly ash admixed concrete Half-cell potential Polarization resistance |
title | Evaluation of Steel Corrosion in Fly Ash Concrete Using Electrochemical Techniques |
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