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hal.structure.identifierTrinity College Dublin
dc.contributor.authorSHEILS, Emma
hal.structure.identifierTrinity College Dublin
dc.contributor.authorO'CONNOR, Alan
dc.contributor.authorBREYSSE, Denys
hal.structure.identifierInstitut de Recherche en Génie Civil et Mécanique [GeM]
dc.contributor.authorSCHOEFS, Franck
dc.contributor.authorYOTTE, Sylvie
dc.date.accessioned2021-05-14T09:50:27Z
dc.date.available2021-05-14T09:50:27Z
dc.date.issued2010
dc.identifier.issn0951-8320
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/77285
dc.description.abstractEnInspection-based maintenance strategies can provide an efficient tool for the management of ageing infrastructure subjected to deterioration. Many of these methods rely on quantitative data from inspections, rather than qualitative and subjective data. The focus of this paper is on the development of an inspection-based decision scheme, incorporating analysis on the effect of the cost and quality of NDT tools to assess the condition of infrastructure elements/networks during their lifetime. For the first time the two aspects of an inspection are considered, i.e. detection and sizing. Since each stage of an inspection is carried out for a distinct purpose, different parameters are used to represent each procedure and both have been incorporated into a maintenance management model. The separation of these procedures allows the interaction between the two inspection techniques to be studied. The inspection for detection process acts as a screening exercise to determine which defects require further inspection for sizing. A decision tool is developed that allows the owner/manager of the infrastructural element/network to choose the most cost-efficient maintenance management plan based on his/her specific requirements.
dc.language.isoen
dc.publisherElsevier
dc.rights.urihttp://creativecommons.org/licenses/by/
dc.subject.enInspection
dc.subject.enMarkov deterioration
dc.subject.enInfrastructure
dc.subject.enMaintenance management
dc.subject.enRepair
dc.title.enDevelopment of a two stage inspection process for the assessment of deteriorating bridge structures
dc.typeArticle de revue
dc.identifier.doi10.1016/j.ress.2009.09.008
dc.subject.halSciences de l'ingénieur [physics]/Mécanique [physics.med-ph]
dc.subject.halSciences de l'ingénieur [physics]/Matériaux
bordeaux.journalReliability Engineering and System Safety
bordeaux.page182-194
bordeaux.volume95
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295*
bordeaux.issue3
bordeaux.institutionUniversité de Bordeaux
bordeaux.institutionBordeaux INP
bordeaux.institutionCNRS
bordeaux.institutionINRAE
bordeaux.institutionArts et Métiers
bordeaux.peerReviewedoui
hal.identifierhal-01006740
hal.version1
hal.origin.linkhttps://hal.archives-ouvertes.fr//hal-01006740v1
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Reliability%20Engineering%20and%20System%20Safety&rft.date=2010&rft.volume=95&rft.issue=3&rft.spage=182-194&rft.epage=182-194&rft.eissn=0951-8320&rft.issn=0951-8320&rft.au=SHEILS,%20Emma&O'CONNOR,%20Alan&BREYSSE,%20Denys&SCHOEFS,%20Franck&YOTTE,%20Sylvie&rft.genre=article


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