Loading…
A review on the effects of cracking and crack width on corrosion of reinforcement in concrete
It is widely known that corrosion is one of the main problems that reinforced concrete structures may endure during their life‐cycle. This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better u...
Saved in:
Published in: | Structural concrete : journal of the FIB 2023-12, Vol.24 (6), p.7272-7294 |
---|---|
Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753 |
---|---|
cites | cdi_FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753 |
container_end_page | 7294 |
container_issue | 6 |
container_start_page | 7272 |
container_title | Structural concrete : journal of the FIB |
container_volume | 24 |
creator | Kanavaris, Fragkoulis Coelho, Mário Ferreira, Nuno Azenha, Miguel Andrade, Carmen |
description | It is widely known that corrosion is one of the main problems that reinforced concrete structures may endure during their life‐cycle. This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better understand the effect that cracking and crack width can have on the corrosion process, as well as systematize the existing work in the field, this paper presents a summary of an in‐depth literature review on the topic of reinforcement corrosion in concrete. The main focus is devoted to chloride‐induced corrosion since that is the most widely studied corrosion mechanism, even though carbonation‐induced corrosion is also relatively briefly discussed. The paper also presents an overview of the existing guidelines that have been used in the past to analyze and support decision‐making regarding corrosion in reinforced concrete structures. |
doi_str_mv | 10.1002/suco.202300227 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2901570227</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2901570227</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753</originalsourceid><addsrcrecordid>eNqFkDFPwzAQhS0EEqWwMltiTjk7TpyMVQUUqVIH6Iis2LlQlzYudkrVf4-jIBiZ7p3ue3enR8gtgwkD4PfhYNyEA09jw-UZGTGZsUTmojiPWuQiEUzKS3IVwiYiUWcj8jalHr8sHqlrabdGik2DpgvUNdT4ynzY9p1WbT009Gjrbt2jxnnvgo0qgh5t2zhvcIdtR20_bY3HDq_JRVNtA9781DFZPT68zubJYvn0PJsuEpMKLhMBAAZBS8MQCygLNCVy1Dk0Os84BwkaU5anphBCZxWrtdE1lxmUOk9llo7J3bB3793nAUOnNu7g23hS8RJYJvtEIjUZKBNfDx4btfd2V_mTYqD6CFUfofqNMBrKwXC0Wzz9Q6uX1Wz55_0G8891cQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2901570227</pqid></control><display><type>article</type><title>A review on the effects of cracking and crack width on corrosion of reinforcement in concrete</title><source>Wiley-Blackwell Read & Publish Collection</source><creator>Kanavaris, Fragkoulis ; Coelho, Mário ; Ferreira, Nuno ; Azenha, Miguel ; Andrade, Carmen</creator><creatorcontrib>Kanavaris, Fragkoulis ; Coelho, Mário ; Ferreira, Nuno ; Azenha, Miguel ; Andrade, Carmen</creatorcontrib><description>It is widely known that corrosion is one of the main problems that reinforced concrete structures may endure during their life‐cycle. This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better understand the effect that cracking and crack width can have on the corrosion process, as well as systematize the existing work in the field, this paper presents a summary of an in‐depth literature review on the topic of reinforcement corrosion in concrete. The main focus is devoted to chloride‐induced corrosion since that is the most widely studied corrosion mechanism, even though carbonation‐induced corrosion is also relatively briefly discussed. The paper also presents an overview of the existing guidelines that have been used in the past to analyze and support decision‐making regarding corrosion in reinforced concrete structures.</description><identifier>ISSN: 1464-4177</identifier><identifier>EISSN: 1751-7648</identifier><identifier>DOI: 10.1002/suco.202300227</identifier><language>eng</language><publisher>Weinheim: WILEY‐VCH Verlag GmbH & Co. KGaA</publisher><subject>Carbonation ; chlorides ; concrete cracking ; Concrete structures ; Corrosion effects ; Corrosion mechanisms ; crack width ; Decision analysis ; Literature reviews ; Reinforced concrete ; reinforcement corrosion ; Service life ; Stress corrosion cracking</subject><ispartof>Structural concrete : journal of the FIB, 2023-12, Vol.24 (6), p.7272-7294</ispartof><rights>2023 International Federation for Structural Concrete.</rights><rights>2023 fib. International Federation for Structural Concrete</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753</citedby><cites>FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753</cites><orcidid>0000-0003-2374-0928 ; 0000-0003-0427-3068</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Kanavaris, Fragkoulis</creatorcontrib><creatorcontrib>Coelho, Mário</creatorcontrib><creatorcontrib>Ferreira, Nuno</creatorcontrib><creatorcontrib>Azenha, Miguel</creatorcontrib><creatorcontrib>Andrade, Carmen</creatorcontrib><title>A review on the effects of cracking and crack width on corrosion of reinforcement in concrete</title><title>Structural concrete : journal of the FIB</title><description>It is widely known that corrosion is one of the main problems that reinforced concrete structures may endure during their life‐cycle. This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better understand the effect that cracking and crack width can have on the corrosion process, as well as systematize the existing work in the field, this paper presents a summary of an in‐depth literature review on the topic of reinforcement corrosion in concrete. The main focus is devoted to chloride‐induced corrosion since that is the most widely studied corrosion mechanism, even though carbonation‐induced corrosion is also relatively briefly discussed. The paper also presents an overview of the existing guidelines that have been used in the past to analyze and support decision‐making regarding corrosion in reinforced concrete structures.</description><subject>Carbonation</subject><subject>chlorides</subject><subject>concrete cracking</subject><subject>Concrete structures</subject><subject>Corrosion effects</subject><subject>Corrosion mechanisms</subject><subject>crack width</subject><subject>Decision analysis</subject><subject>Literature reviews</subject><subject>Reinforced concrete</subject><subject>reinforcement corrosion</subject><subject>Service life</subject><subject>Stress corrosion cracking</subject><issn>1464-4177</issn><issn>1751-7648</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNqFkDFPwzAQhS0EEqWwMltiTjk7TpyMVQUUqVIH6Iis2LlQlzYudkrVf4-jIBiZ7p3ue3enR8gtgwkD4PfhYNyEA09jw-UZGTGZsUTmojiPWuQiEUzKS3IVwiYiUWcj8jalHr8sHqlrabdGik2DpgvUNdT4ynzY9p1WbT009Gjrbt2jxnnvgo0qgh5t2zhvcIdtR20_bY3HDq_JRVNtA9781DFZPT68zubJYvn0PJsuEpMKLhMBAAZBS8MQCygLNCVy1Dk0Os84BwkaU5anphBCZxWrtdE1lxmUOk9llo7J3bB3793nAUOnNu7g23hS8RJYJvtEIjUZKBNfDx4btfd2V_mTYqD6CFUfofqNMBrKwXC0Wzz9Q6uX1Wz55_0G8891cQ</recordid><startdate>202312</startdate><enddate>202312</enddate><creator>Kanavaris, Fragkoulis</creator><creator>Coelho, Mário</creator><creator>Ferreira, Nuno</creator><creator>Azenha, Miguel</creator><creator>Andrade, Carmen</creator><general>WILEY‐VCH Verlag GmbH & Co. KGaA</general><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-2374-0928</orcidid><orcidid>https://orcid.org/0000-0003-0427-3068</orcidid></search><sort><creationdate>202312</creationdate><title>A review on the effects of cracking and crack width on corrosion of reinforcement in concrete</title><author>Kanavaris, Fragkoulis ; Coelho, Mário ; Ferreira, Nuno ; Azenha, Miguel ; Andrade, Carmen</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Carbonation</topic><topic>chlorides</topic><topic>concrete cracking</topic><topic>Concrete structures</topic><topic>Corrosion effects</topic><topic>Corrosion mechanisms</topic><topic>crack width</topic><topic>Decision analysis</topic><topic>Literature reviews</topic><topic>Reinforced concrete</topic><topic>reinforcement corrosion</topic><topic>Service life</topic><topic>Stress corrosion cracking</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kanavaris, Fragkoulis</creatorcontrib><creatorcontrib>Coelho, Mário</creatorcontrib><creatorcontrib>Ferreira, Nuno</creatorcontrib><creatorcontrib>Azenha, Miguel</creatorcontrib><creatorcontrib>Andrade, Carmen</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Structural concrete : journal of the FIB</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kanavaris, Fragkoulis</au><au>Coelho, Mário</au><au>Ferreira, Nuno</au><au>Azenha, Miguel</au><au>Andrade, Carmen</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A review on the effects of cracking and crack width on corrosion of reinforcement in concrete</atitle><jtitle>Structural concrete : journal of the FIB</jtitle><date>2023-12</date><risdate>2023</risdate><volume>24</volume><issue>6</issue><spage>7272</spage><epage>7294</epage><pages>7272-7294</pages><issn>1464-4177</issn><eissn>1751-7648</eissn><abstract>It is widely known that corrosion is one of the main problems that reinforced concrete structures may endure during their life‐cycle. This problem is usually tackled in a prescriptive manner, by limiting the crack width allowed to occur during structures' service life. In an attempt to better understand the effect that cracking and crack width can have on the corrosion process, as well as systematize the existing work in the field, this paper presents a summary of an in‐depth literature review on the topic of reinforcement corrosion in concrete. The main focus is devoted to chloride‐induced corrosion since that is the most widely studied corrosion mechanism, even though carbonation‐induced corrosion is also relatively briefly discussed. The paper also presents an overview of the existing guidelines that have been used in the past to analyze and support decision‐making regarding corrosion in reinforced concrete structures.</abstract><cop>Weinheim</cop><pub>WILEY‐VCH Verlag GmbH & Co. KGaA</pub><doi>10.1002/suco.202300227</doi><tpages>23</tpages><orcidid>https://orcid.org/0000-0003-2374-0928</orcidid><orcidid>https://orcid.org/0000-0003-0427-3068</orcidid><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1464-4177 |
ispartof | Structural concrete : journal of the FIB, 2023-12, Vol.24 (6), p.7272-7294 |
issn | 1464-4177 1751-7648 |
language | eng |
recordid | cdi_proquest_journals_2901570227 |
source | Wiley-Blackwell Read & Publish Collection |
subjects | Carbonation chlorides concrete cracking Concrete structures Corrosion effects Corrosion mechanisms crack width Decision analysis Literature reviews Reinforced concrete reinforcement corrosion Service life Stress corrosion cracking |
title | A review on the effects of cracking and crack width on corrosion of reinforcement in concrete |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-26T14%3A49%3A14IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20review%20on%20the%20effects%20of%20cracking%20and%20crack%20width%20on%20corrosion%20of%20reinforcement%20in%20concrete&rft.jtitle=Structural%20concrete%20:%20journal%20of%20the%20FIB&rft.au=Kanavaris,%20Fragkoulis&rft.date=2023-12&rft.volume=24&rft.issue=6&rft.spage=7272&rft.epage=7294&rft.pages=7272-7294&rft.issn=1464-4177&rft.eissn=1751-7648&rft_id=info:doi/10.1002/suco.202300227&rft_dat=%3Cproquest_cross%3E2901570227%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c3427-4000ce0b7c1ee8098ec9e2eb60fb6522070be3163c844b5a1dbcbd27509b63753%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2901570227&rft_id=info:pmid/&rfr_iscdi=true |