Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/1344
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dc.contributor.authorAlani, Amir M.-
dc.contributor.authorAboutalebi, Morteza-
dc.contributor.authorKilic, Gokhan-
dc.date.accessioned2023-06-16T14:11:17Z-
dc.date.available2023-06-16T14:11:17Z-
dc.date.issued2014-
dc.identifier.issn0963-8695-
dc.identifier.issn1879-1174-
dc.identifier.urihttps://doi.org/10.1016/j.ndteint.2013.10.001-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/1344-
dc.description.abstractThis paper presents the results of the application of several Non-Destructive Techniques (NOT) on the Pentagon Road Bridge, in Chatham, Kent, England. This provides crucial structural information such as rebar position, moisture ingress and deflection. A FEM (Finite Element Model) of the bridge was created using data from the visual inspection and was parameterised and calibrated using information gather from the NDT results. The results of all of the above are compared in order to identify the portion of the bridge which had undergone the greatest amount of deterioration. This process forms the basis for the integrated bridge health mechanism proposed by this paper. (C) 2013 Published by Elsevier Ltd.en_US
dc.description.sponsorshipDepartment of Civil Engineering of the University of Greenwichen_US
dc.description.sponsorshipThe author would like to express his thanks to the Highway Division of the Medway City Council, Kent primarily for providing full access to the bridge and also for their dedicated help in the planning and operation of the survey throughout. The author also would like to express his deepest gratitude to Prof M. Amir Alani for his support, guidance, great inspiration, and encouragement during his PhD studies in University of Greenwich. The author gratefully acknowledges the financial support and the technical staff of the Department of Civil Engineering of the University of Greenwich for their assistance during the survey. The author also grateful to IDS ltd especially for Kevin Banks for their support and contributions for this paper. The author wishes to acknowledge for the important suggestions and extensive review on the paper made by Ruth Quinn from University of Greenwich and important contributions made by anonymous reviewers on the initial manuscript.en_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofNdt & E Internatıonalen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHealth monitoring and assessmenten_US
dc.subjectGround penetrating radar (GPR)en_US
dc.subjectInterferometry based information system-static (IBIS-S)en_US
dc.subjectAccelerometeren_US
dc.subjectFEMen_US
dc.titleIntegrated health assessment strategy using NDT for reinforced concrete bridgesen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.ndteint.2013.10.001-
dc.identifier.scopus2-s2.0-84888222470en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authoridKILIC, GOKHAN/0000-0001-6928-226X-
dc.authorscopusid40761843000-
dc.identifier.volume61en_US
dc.identifier.startpage80en_US
dc.identifier.endpage94en_US
dc.identifier.wosWOS:000328174600013en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ1-
dc.identifier.wosqualityQ1-
item.grantfulltextreserved-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept05.03. Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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