Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/29461
DC FieldValueLanguage
dc.contributor.authorRafiq, Meena Imran-
dc.contributor.authorOnoufriou, Toula-
dc.contributor.authorChryssanthopoulos, Marios K.-
dc.date.accessioned2023-06-22T09:23:21Z-
dc.date.available2023-06-22T09:23:21Z-
dc.date.issued2005-09-01-
dc.identifier.citationCondition Monitoring and Diagnostic Engineering Management, 357-368, 2005en_US
dc.identifier.isbn9780080550787-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/29461-
dc.description.abstractPredicting the future condition and safety of deteriorating systems for a foreseeable part of the remaining service life is vital for their effective management. The qualitative information provided by visual inspections is not sufficient for this purpose. The data provided by NDE is quantitative but is intermittent in the time and space. Health monitoring systems using state-of-art instruments have the ability to provide information on the systems behaviour in a continuous, or almost continuous, time scale but can provide information at a few specified locations. All these methods cannot be used explicitly for the prediction of future performance of the systems. On the other hand, research on different materials in the area of performance prediction has led to the development of a range of predictive models for different conditions. The applications of these models are limited due to high level of uncertainties associated with them. The confidence in the predicted performance can be increased by the effective use of information (both qualitative and quantitative) obtained via a range of inspections, testing and monitoring carried out at various stages in the service life of systems. This would enable a more reliable prediction of the condition and safety of the systems; hence provide a tool for their effective management and optimum use of resources.This paper outlines a methodology for performance updating of deteriorating systems monitored through proactive techniques. The methodology is illustrated using a concrete bridge element prone to chloride induced deterioration, whereby uncertainties associated with time to corrosion initiation are reduced by the …en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© Elsevieren_US
dc.subjectcondition monitoringen_US
dc.subjectmaintenance managementen_US
dc.titleProactive health monitoring in performance updating of deteriorating systemsen_US
dc.typeBook Chapteren_US
dc.linkhttps://shop.elsevier.com/books/condition-monitoring-and-diagnostic-engineering-management/starr/978-0-08-044036-1en_US
dc.collaborationUniversity of Surreyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryUnited Kingdomen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.urlhttps://core.ac.uk/download/pdf/188260126.pdfen
cut.common.academicyear2005-2006en_US
dc.identifier.externalKzZ8RZgAAAAJ:qjMakFHDy7sCen
dc.identifier.spage357en_US
dc.identifier.epage368en_US
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_3248-
item.openairetypebookPart-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-3361-1567-
crisitem.author.parentorgFaculty of Engineering and Technology-
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