Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures

Reinforced concrete (RC) structures in a chloride environment are exposed to a particularly aggressive form of deterioration. Managing the maintenance and repair of structures subjected to these conditions is an important issue facing asset owners and operators. In the present paper, the criterion f...

Full description

Saved in:
Bibliographic Details
Published in:Journal of structural engineering (New York, N.Y.) N.Y.), 2009-08, Vol.135 (8), p.887-895
Main Authors: Mullard, J. A, Stewart, M. G
Format: Article
Language:English
Subjects:
Assessments
Bridge decks
Chloride
Chlorides
Concrete structures
Concretes
Corrosion
Corrosion rate
Criteria
Deterioration
Exposure
Fracture mechanics
Inspection
Intervals
Maintenance
Marine
Marine environments
Mathematical models
Offshore structures
Operators
Reinforced Concrete
Repair
Service life
Spatial analysis
Stochastic processes
Stochasticity
Stress corrosion cracking
Structural engineering
TECHNICAL PAPERS
Thresholds
Time factors
Time measurements
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-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53
cites cdi_FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53
container_end_page 895
container_issue 8
container_start_page 887
container_title Journal of structural engineering (New York, N.Y.)
container_volume 135
creator Mullard, J. A
Stewart, M. G
description Reinforced concrete (RC) structures in a chloride environment are exposed to a particularly aggressive form of deterioration. Managing the maintenance and repair of structures subjected to these conditions is an important issue facing asset owners and operators. In the present paper, the criterion for repair is the extent of corrosion induced cracking. Common maintenance criteria and maintenance techniques are described and these are incorporated into a two-dimensional spatial time-dependent reliability model. This allows the number, timing, and extent of maintenance actions to be predicted over the service life of RC structures. The analysis includes the effect of inspection interval, maintenance technique, repair efficiency, and repair threshold. Results are presented for a typical RC bridge deck subject to a corrosive marine environment. It was found that repair efficiency affecting time to corrosion initiation of repaired concrete is more critical to the performance of the repair than the repair efficiency that affected corrosion rate.
doi_str_mv 10.1061/(ASCE)0733-9445(2009)135:8(887)
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_34813860</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>21246513</sourcerecordid><originalsourceid>FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53</originalsourceid><addsrcrecordid>eNqFkU9LwzAYh4MoOKffoSftDtWkSdN2B2GU-Qcmgpugp5CmiXasyUzSw769KZMd5-k9vM_7e-H3AHCD4C2CFN3Fs2U1n8Ac46QkJItTCMsJwtm0iIsin5yAESoJTjKCPk7B6MCdgwvn1hDCPEPFCHwuvRHf3PlWRDPnpHOd1D4yKlq1Xau_Iq6baK5UK1qpxW5YvPBWe6m5FjJSxkaVsdY0A_tWRUtve-F7K90lOFN84-TV3xyD94f5qnpKFq-Pz9VskXCCqE8amHGlcFkTQXOJOcmbBvIS1ooUea2wUIIrXqZEQklVU9Y0cLkoYYpUQ2WGx-B6n7u15qeXzrOudUJuNlxL0zuGSYFwQeG_YIpSQjOEAxgfBRElKU5JwAN6v0eFNc5ZqdjWth23O4YgGzQxNmhiQ_1sqJ8NmljQxAoWNIWA6T6Ahw9sbXqrQ1mH6-PHv04tmRQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1642324124</pqid></control><display><type>article</type><title>Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures</title><source>AUTh Library subscriptions: American Society of Civil Engineers</source><creator>Mullard, J. A ; Stewart, M. G</creator><creatorcontrib>Mullard, J. A ; Stewart, M. G</creatorcontrib><description>Reinforced concrete (RC) structures in a chloride environment are exposed to a particularly aggressive form of deterioration. Managing the maintenance and repair of structures subjected to these conditions is an important issue facing asset owners and operators. In the present paper, the criterion for repair is the extent of corrosion induced cracking. Common maintenance criteria and maintenance techniques are described and these are incorporated into a two-dimensional spatial time-dependent reliability model. This allows the number, timing, and extent of maintenance actions to be predicted over the service life of RC structures. The analysis includes the effect of inspection interval, maintenance technique, repair efficiency, and repair threshold. Results are presented for a typical RC bridge deck subject to a corrosive marine environment. It was found that repair efficiency affecting time to corrosion initiation of repaired concrete is more critical to the performance of the repair than the repair efficiency that affected corrosion rate.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(2009)135:8(887)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>Assessments ; Bridge decks ; Chloride ; Chlorides ; Concrete structures ; Concretes ; Corrosion ; Corrosion rate ; Criteria ; Deterioration ; Exposure ; Fracture mechanics ; Inspection ; Intervals ; Maintenance ; Marine ; Marine environments ; Mathematical models ; Offshore structures ; Operators ; Reinforced Concrete ; Repair ; Service life ; Spatial analysis ; Stochastic processes ; Stochasticity ; Stress corrosion cracking ; Structural engineering ; TECHNICAL PAPERS ; Thresholds ; Time factors ; Time measurements</subject><ispartof>Journal of structural engineering (New York, N.Y.), 2009-08, Vol.135 (8), p.887-895</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53</citedby><cites>FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9445(2009)135:8(887)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(2009)135:8(887)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,3252,10068,27924,27925,76191,76199</link.rule.ids></links><search><creatorcontrib>Mullard, J. A</creatorcontrib><creatorcontrib>Stewart, M. G</creatorcontrib><title>Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures</title><title>Journal of structural engineering (New York, N.Y.)</title><description>Reinforced concrete (RC) structures in a chloride environment are exposed to a particularly aggressive form of deterioration. Managing the maintenance and repair of structures subjected to these conditions is an important issue facing asset owners and operators. In the present paper, the criterion for repair is the extent of corrosion induced cracking. Common maintenance criteria and maintenance techniques are described and these are incorporated into a two-dimensional spatial time-dependent reliability model. This allows the number, timing, and extent of maintenance actions to be predicted over the service life of RC structures. The analysis includes the effect of inspection interval, maintenance technique, repair efficiency, and repair threshold. Results are presented for a typical RC bridge deck subject to a corrosive marine environment. It was found that repair efficiency affecting time to corrosion initiation of repaired concrete is more critical to the performance of the repair than the repair efficiency that affected corrosion rate.</description><subject>Assessments</subject><subject>Bridge decks</subject><subject>Chloride</subject><subject>Chlorides</subject><subject>Concrete structures</subject><subject>Concretes</subject><subject>Corrosion</subject><subject>Corrosion rate</subject><subject>Criteria</subject><subject>Deterioration</subject><subject>Exposure</subject><subject>Fracture mechanics</subject><subject>Inspection</subject><subject>Intervals</subject><subject>Maintenance</subject><subject>Marine</subject><subject>Marine environments</subject><subject>Mathematical models</subject><subject>Offshore structures</subject><subject>Operators</subject><subject>Reinforced Concrete</subject><subject>Repair</subject><subject>Service life</subject><subject>Spatial analysis</subject><subject>Stochastic processes</subject><subject>Stochasticity</subject><subject>Stress corrosion cracking</subject><subject>Structural engineering</subject><subject>TECHNICAL PAPERS</subject><subject>Thresholds</subject><subject>Time factors</subject><subject>Time measurements</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqFkU9LwzAYh4MoOKffoSftDtWkSdN2B2GU-Qcmgpugp5CmiXasyUzSw769KZMd5-k9vM_7e-H3AHCD4C2CFN3Fs2U1n8Ac46QkJItTCMsJwtm0iIsin5yAESoJTjKCPk7B6MCdgwvn1hDCPEPFCHwuvRHf3PlWRDPnpHOd1D4yKlq1Xau_Iq6baK5UK1qpxW5YvPBWe6m5FjJSxkaVsdY0A_tWRUtve-F7K90lOFN84-TV3xyD94f5qnpKFq-Pz9VskXCCqE8amHGlcFkTQXOJOcmbBvIS1ooUea2wUIIrXqZEQklVU9Y0cLkoYYpUQ2WGx-B6n7u15qeXzrOudUJuNlxL0zuGSYFwQeG_YIpSQjOEAxgfBRElKU5JwAN6v0eFNc5ZqdjWth23O4YgGzQxNmhiQ_1sqJ8NmljQxAoWNIWA6T6Ahw9sbXqrQ1mH6-PHv04tmRQ</recordid><startdate>20090801</startdate><enddate>20090801</enddate><creator>Mullard, J. A</creator><creator>Stewart, M. G</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope><scope>7TN</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7SE</scope><scope>JG9</scope></search><sort><creationdate>20090801</creationdate><title>Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures</title><author>Mullard, J. A ; Stewart, M. G</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Assessments</topic><topic>Bridge decks</topic><topic>Chloride</topic><topic>Chlorides</topic><topic>Concrete structures</topic><topic>Concretes</topic><topic>Corrosion</topic><topic>Corrosion rate</topic><topic>Criteria</topic><topic>Deterioration</topic><topic>Exposure</topic><topic>Fracture mechanics</topic><topic>Inspection</topic><topic>Intervals</topic><topic>Maintenance</topic><topic>Marine</topic><topic>Marine environments</topic><topic>Mathematical models</topic><topic>Offshore structures</topic><topic>Operators</topic><topic>Reinforced Concrete</topic><topic>Repair</topic><topic>Service life</topic><topic>Spatial analysis</topic><topic>Stochastic processes</topic><topic>Stochasticity</topic><topic>Stress corrosion cracking</topic><topic>Structural engineering</topic><topic>TECHNICAL PAPERS</topic><topic>Thresholds</topic><topic>Time factors</topic><topic>Time measurements</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mullard, J. A</creatorcontrib><creatorcontrib>Stewart, M. G</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology &amp; Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Oceanic Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Corrosion Abstracts</collection><collection>Materials Research Database</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mullard, J. A</au><au>Stewart, M. G</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>2009-08-01</date><risdate>2009</risdate><volume>135</volume><issue>8</issue><spage>887</spage><epage>895</epage><pages>887-895</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><abstract>Reinforced concrete (RC) structures in a chloride environment are exposed to a particularly aggressive form of deterioration. Managing the maintenance and repair of structures subjected to these conditions is an important issue facing asset owners and operators. In the present paper, the criterion for repair is the extent of corrosion induced cracking. Common maintenance criteria and maintenance techniques are described and these are incorporated into a two-dimensional spatial time-dependent reliability model. This allows the number, timing, and extent of maintenance actions to be predicted over the service life of RC structures. The analysis includes the effect of inspection interval, maintenance technique, repair efficiency, and repair threshold. Results are presented for a typical RC bridge deck subject to a corrosive marine environment. It was found that repair efficiency affecting time to corrosion initiation of repaired concrete is more critical to the performance of the repair than the repair efficiency that affected corrosion rate.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(2009)135:8(887)</doi><tpages>9</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9445
ispartof Journal of structural engineering (New York, N.Y.), 2009-08, Vol.135 (8), p.887-895
issn 0733-9445
1943-541X
language eng
recordid cdi_proquest_miscellaneous_34813860
source AUTh Library subscriptions: American Society of Civil Engineers
subjects Assessments
Bridge decks
Chloride
Chlorides
Concrete structures
Concretes
Corrosion
Corrosion rate
Criteria
Deterioration
Exposure
Fracture mechanics
Inspection
Intervals
Maintenance
Marine
Marine environments
Mathematical models
Offshore structures
Operators
Reinforced Concrete
Repair
Service life
Spatial analysis
Stochastic processes
Stochasticity
Stress corrosion cracking
Structural engineering
TECHNICAL PAPERS
Thresholds
Time factors
Time measurements
title Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T03%3A50%3A31IST&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=Stochastic%20Assessment%20of%20Timing%20and%20Efficiency%20of%20Maintenance%20for%20Corroding%20RC%20Structures&rft.jtitle=Journal%20of%20structural%20engineering%20(New%20York,%20N.Y.)&rft.au=Mullard,%20J.%20A&rft.date=2009-08-01&rft.volume=135&rft.issue=8&rft.spage=887&rft.epage=895&rft.pages=887-895&rft.issn=0733-9445&rft.eissn=1943-541X&rft_id=info:doi/10.1061/(ASCE)0733-9445(2009)135:8(887)&rft_dat=%3Cproquest_cross%3E21246513%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a416t-d05aff39b4c67e3a47dd0a90bf487bf3cfcafa924e0e6fd9b6c677c9021fd6e53%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1642324124&rft_id=info:pmid/&rfr_iscdi=true