Electrode potential measurements of concrete reinforcement for corrosion evaluation
This article deals with the correlation between active corrosion of steel in concrete electrode potential measurements obtained by both classical method and bi-electrode method. In a first part, this paper deals with a relative value interpretation method which leaves aside the degree of ambiant hyg...
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| Veröffentlicht in: | Cement and concrete research 1994, Vol.24 (3), p.401-412 |
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| creator | Francois, Raoul Arliguie, Ginette Bardy, Didier |
| description | This article deals with the correlation between active corrosion of steel in concrete electrode potential measurements obtained by both classical method and bi-electrode method.
In a first part, this paper deals with a relative value interpretation method which leaves aside the degree of ambiant hygrometry and the moisture of concrete. This relative value interpretation exhibits a good correlation between the corroded areas of concrete reinforcing rebars extracted from laboratory beams and the potential measurement.
In a second part, this paper deals with an improved potential measurement using two reference electrodes. Two kinds of bi-electrode device are presented. In the first place, one reference electrode is fixed and takes the place of the electrical connection to reinforcement. Secondly, the two reference electrodes are moving simultaneously. With the relative value method, it is possible to make direct use of the values measured with both types of bi-electrode device. The results presented show a good correlation between potential mesurement obtained by bi-electrode devices and corrosion of rebars. |
| doi_str_mv | 10.1016/0008-8846(94)90127-9 |
| format | Article |
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In a first part, this paper deals with a relative value interpretation method which leaves aside the degree of ambiant hygrometry and the moisture of concrete. This relative value interpretation exhibits a good correlation between the corroded areas of concrete reinforcing rebars extracted from laboratory beams and the potential measurement.
In a second part, this paper deals with an improved potential measurement using two reference electrodes. Two kinds of bi-electrode device are presented. In the first place, one reference electrode is fixed and takes the place of the electrical connection to reinforcement. Secondly, the two reference electrodes are moving simultaneously. With the relative value method, it is possible to make direct use of the values measured with both types of bi-electrode device. The results presented show a good correlation between potential mesurement obtained by bi-electrode devices and corrosion of rebars.</description><identifier>ISSN: 0008-8846</identifier><identifier>EISSN: 1873-3948</identifier><identifier>DOI: 10.1016/0008-8846(94)90127-9</identifier><identifier>CODEN: CCNRAI</identifier><language>eng</language><publisher>New York, NY: Elsevier Ltd</publisher><subject>360105 - Metals & Alloys- Corrosion & Erosion ; 360604 - Materials- Corrosion, Erosion, & Degradation ; ALLOYS ; Applied sciences ; BUILDING MATERIALS ; Buildings. Public works ; CHEMICAL REACTIONS ; CHEMISTRY ; Civil Engineering ; COMPOSITE MATERIALS ; CONCRETES ; Concretes. Mortars. Grouts ; CORROSION ; Durability. Pathology. Repairing. Maintenance ; ELECTRIC POTENTIAL ; ELECTROCHEMISTRY ; Engineering Sciences ; Exact sciences and technology ; IRON ALLOYS ; IRON BASE ALLOYS ; MATERIALS ; MATERIALS SCIENCE ; MEASURING METHODS ; REINFORCED CONCRETE ; REINFORCED MATERIALS ; STEELS</subject><ispartof>Cement and concrete research, 1994, Vol.24 (3), p.401-412</ispartof><rights>1994</rights><rights>1994 INIST-CNRS</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c487t-47783284533a242002c57a6024ce40dfc2793f6867fb36118de71d2adc16d89a3</citedby><orcidid>0000-0002-9090-8711</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/0008-8846(94)90127-9$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,780,784,885,3550,4024,27923,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=4115173$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://insa-toulouse.hal.science/hal-02341222$$DView record in HAL$$Hfree_for_read</backlink><backlink>$$Uhttps://www.osti.gov/biblio/7037548$$D View this record in Osti.gov$$Hfree_for_read</backlink></links><search><creatorcontrib>Francois, Raoul</creatorcontrib><creatorcontrib>Arliguie, Ginette</creatorcontrib><creatorcontrib>Bardy, Didier</creatorcontrib><title>Electrode potential measurements of concrete reinforcement for corrosion evaluation</title><title>Cement and concrete research</title><description>This article deals with the correlation between active corrosion of steel in concrete electrode potential measurements obtained by both classical method and bi-electrode method.
In a first part, this paper deals with a relative value interpretation method which leaves aside the degree of ambiant hygrometry and the moisture of concrete. This relative value interpretation exhibits a good correlation between the corroded areas of concrete reinforcing rebars extracted from laboratory beams and the potential measurement.
In a second part, this paper deals with an improved potential measurement using two reference electrodes. Two kinds of bi-electrode device are presented. In the first place, one reference electrode is fixed and takes the place of the electrical connection to reinforcement. Secondly, the two reference electrodes are moving simultaneously. With the relative value method, it is possible to make direct use of the values measured with both types of bi-electrode device. The results presented show a good correlation between potential mesurement obtained by bi-electrode devices and corrosion of rebars.</description><subject>360105 - Metals & Alloys- Corrosion & Erosion</subject><subject>360604 - Materials- Corrosion, Erosion, & Degradation</subject><subject>ALLOYS</subject><subject>Applied sciences</subject><subject>BUILDING MATERIALS</subject><subject>Buildings. Public works</subject><subject>CHEMICAL REACTIONS</subject><subject>CHEMISTRY</subject><subject>Civil Engineering</subject><subject>COMPOSITE MATERIALS</subject><subject>CONCRETES</subject><subject>Concretes. Mortars. Grouts</subject><subject>CORROSION</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>ELECTRIC POTENTIAL</subject><subject>ELECTROCHEMISTRY</subject><subject>Engineering Sciences</subject><subject>Exact sciences and technology</subject><subject>IRON ALLOYS</subject><subject>IRON BASE ALLOYS</subject><subject>MATERIALS</subject><subject>MATERIALS SCIENCE</subject><subject>MEASURING METHODS</subject><subject>REINFORCED CONCRETE</subject><subject>REINFORCED MATERIALS</subject><subject>STEELS</subject><issn>0008-8846</issn><issn>1873-3948</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1994</creationdate><recordtype>article</recordtype><recordid>eNqNkU1r3DAQhkVoIdu0_yAHU0JJDm70MdbHpRBC0hQWekh7Fqo8JgpeaytpF_LvI8dhj2lPmtE8Mxq9LyGnjH5llMlLSqlutQZ5buDCUMZVa47IimklWmFAvyOrA3JMPuT8WFPJhV6R-5sRfUmxx2YbC04luLHZoMu7hJua5iYOjY-TT1iwSRimISb_UmpqVEspxRzi1ODejTtXaviRvB_cmPHT63lCft_e_Lq-a9c_v_-4vlq3HrQqLSilBdfQCeE4cEq575STlINHoP3guTJikFqq4Y-QjOkeFeu56z2TvTZOnJDPy9yYS7DZh4L-oe461R9ZRYXqQFfoYoEe3Gi3KWxcerLRBXt3tbbzHeUCGOd8zyr7ZWG3Kf7dYS52E7LHcXQTxl22XAIzHfwnSAH-CTKpuZZcVRAW0Fc5c8LhsCujdjbZzg7a2UFrwL6YbE1tO3ud77J345Dc5EM-9AJjHVOiYt8WDKsd-4BpVgsnj31Is1h9DG-_8wzKhrkS</recordid><startdate>1994</startdate><enddate>1994</enddate><creator>Francois, Raoul</creator><creator>Arliguie, Ginette</creator><creator>Bardy, Didier</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>7QQ</scope><scope>8FD</scope><scope>JG9</scope><scope>8BQ</scope><scope>FR3</scope><scope>KR7</scope><scope>1XC</scope><scope>OTOTI</scope><orcidid>https://orcid.org/0000-0002-9090-8711</orcidid></search><sort><creationdate>1994</creationdate><title>Electrode potential measurements of concrete reinforcement for corrosion evaluation</title><author>Francois, Raoul ; Arliguie, Ginette ; Bardy, Didier</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c487t-47783284533a242002c57a6024ce40dfc2793f6867fb36118de71d2adc16d89a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1994</creationdate><topic>360105 - Metals & Alloys- Corrosion & Erosion</topic><topic>360604 - Materials- Corrosion, Erosion, & Degradation</topic><topic>ALLOYS</topic><topic>Applied sciences</topic><topic>BUILDING MATERIALS</topic><topic>Buildings. Public works</topic><topic>CHEMICAL REACTIONS</topic><topic>CHEMISTRY</topic><topic>Civil Engineering</topic><topic>COMPOSITE MATERIALS</topic><topic>CONCRETES</topic><topic>Concretes. Mortars. Grouts</topic><topic>CORROSION</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>ELECTRIC POTENTIAL</topic><topic>ELECTROCHEMISTRY</topic><topic>Engineering Sciences</topic><topic>Exact sciences and technology</topic><topic>IRON ALLOYS</topic><topic>IRON BASE ALLOYS</topic><topic>MATERIALS</topic><topic>MATERIALS SCIENCE</topic><topic>MEASURING METHODS</topic><topic>REINFORCED CONCRETE</topic><topic>REINFORCED MATERIALS</topic><topic>STEELS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Francois, Raoul</creatorcontrib><creatorcontrib>Arliguie, Ginette</creatorcontrib><creatorcontrib>Bardy, Didier</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Ceramic Abstracts</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><collection>METADEX</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>OSTI.GOV</collection><jtitle>Cement and concrete research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Francois, Raoul</au><au>Arliguie, Ginette</au><au>Bardy, Didier</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Electrode potential measurements of concrete reinforcement for corrosion evaluation</atitle><jtitle>Cement and concrete research</jtitle><date>1994</date><risdate>1994</risdate><volume>24</volume><issue>3</issue><spage>401</spage><epage>412</epage><pages>401-412</pages><issn>0008-8846</issn><eissn>1873-3948</eissn><coden>CCNRAI</coden><abstract>This article deals with the correlation between active corrosion of steel in concrete electrode potential measurements obtained by both classical method and bi-electrode method.
In a first part, this paper deals with a relative value interpretation method which leaves aside the degree of ambiant hygrometry and the moisture of concrete. This relative value interpretation exhibits a good correlation between the corroded areas of concrete reinforcing rebars extracted from laboratory beams and the potential measurement.
In a second part, this paper deals with an improved potential measurement using two reference electrodes. Two kinds of bi-electrode device are presented. In the first place, one reference electrode is fixed and takes the place of the electrical connection to reinforcement. Secondly, the two reference electrodes are moving simultaneously. With the relative value method, it is possible to make direct use of the values measured with both types of bi-electrode device. The results presented show a good correlation between potential mesurement obtained by bi-electrode devices and corrosion of rebars.</abstract><cop>New York, NY</cop><pub>Elsevier Ltd</pub><doi>10.1016/0008-8846(94)90127-9</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0002-9090-8711</orcidid></addata></record> |
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| ispartof | Cement and concrete research, 1994, Vol.24 (3), p.401-412 |
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| source | ScienceDirect Journals (5 years ago - present) |
| subjects | 360105 - Metals & Alloys- Corrosion & Erosion 360604 - Materials- Corrosion, Erosion, & Degradation ALLOYS Applied sciences BUILDING MATERIALS Buildings. Public works CHEMICAL REACTIONS CHEMISTRY Civil Engineering COMPOSITE MATERIALS CONCRETES Concretes. Mortars. Grouts CORROSION Durability. Pathology. Repairing. Maintenance ELECTRIC POTENTIAL ELECTROCHEMISTRY Engineering Sciences Exact sciences and technology IRON ALLOYS IRON BASE ALLOYS MATERIALS MATERIALS SCIENCE MEASURING METHODS REINFORCED CONCRETE REINFORCED MATERIALS STEELS |
| title | Electrode potential measurements of concrete reinforcement for corrosion evaluation |
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