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dc.contributor.authorHiasa, Shuhei
dc.contributor.authorBirgül, Recep
dc.contributor.authorMatsumoto, Masato
dc.contributor.authorÇatbaş, F. Necati
dc.date.accessioned2020-11-20T14:50:08Z
dc.date.available2020-11-20T14:50:08Z
dc.date.issued2018
dc.identifier.issn0263-2241
dc.identifier.issn1873-412X
dc.identifier.urihttps://doi.org/10.1016/j.measurement.2018.02.019
dc.identifier.urihttps://hdl.handle.net/20.500.12809/1465
dc.description0000-0002-9152-0399en_US
dc.descriptionWOS: 000428720700018en_US
dc.description.abstractCapturing the temperature difference between sound and defective parts under ambient conditions is key for infrared thermography (IRT) on concrete bridges. This study explores the favorable time windows for concrete bridge deck inspections by IRT through field experiment and finite element model simulations. Based on the numerical simulations and experimental IRT results, the preferable thermal contrast to detect defects occurs during both daytime and nighttime. However, available time span during daytime is much shorter than that of nighttime due to interchange periods between cooling and heating cycles in the morning and in the evening. Furthermore, IRT is affected by sunlight during the daytime resulting in possible misdetections. Moreover, effects of clouds and radiative cooling are observed, and it is found that the clear sky is a preferable condition for IRT. Therefore, optimal conditions for IRT implementation on concrete bridge decks can be concluded that nighttime application under the clear sky condition. In addition, the effect of obstacles on a bridge surface such as gravel, wood chips that bring additional challenges to IRT are also evaluated experimentally.en_US
dc.description.sponsorshipWest Nippon Expressway Company Limited (NEXCO-West); Scientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK); National Science Foundation (NSF CMMI)National Science Foundation (NSF) [1463493]; Directorate For EngineeringNational Science Foundation (NSF)NSF - Directorate for Engineering (ENG) [1463493] Funding Source: National Science Foundation; Div Of Civil, Mechanical, & Manufact InnNational Science Foundation (NSF)NSF - Directorate for Engineering (ENG) [1463493] Funding Source: National Science Foundationen_US
dc.description.sponsorshipThis work was supported by West Nippon Expressway Company Limited (NEXCO-West), Scientific and Technological Research Council of Turkey (TUBITAK), and National Science Foundation (NSF CMMI #1463493). The authors would like to express our sincere gratitude to Mr. Juan Cruz and our other research group members for their support with manufacturing test specimens and setting up equipment. The authors also wish to express sincere appreciation to Andy Derewiany for providing editing help.en_US
dc.item-language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.item-rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectInfrared Thermographyen_US
dc.subjectNon-Destructive Evaluationen_US
dc.subjectBridge Deck Inspectionen_US
dc.subjectData Collection Timeen_US
dc.subjectFE Model Simulationen_US
dc.titleExperimental and numerical studies for suitable infrared thermography implementation on concrete bridge decksen_US
dc.item-typearticleen_US
dc.contributor.departmentMÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.contributor.institutionauthorBirgül, Recep
dc.identifier.doi10.1016/j.measurement.2018.02.019
dc.identifier.volume121en_US
dc.identifier.startpage144en_US
dc.identifier.endpage159en_US
dc.relation.journalMeasurementen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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