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dc.contributor.authorWatase, Azusa
dc.contributor.authorBirgul, Recep
dc.contributor.authorHiasa, Shuhei
dc.contributor.authorMatsumoto, Masato
dc.contributor.authorMitani, Koji
dc.contributor.authorCatbas, F. Necati
dc.date.accessioned2020-11-20T15:04:04Z
dc.date.available2020-11-20T15:04:04Z
dc.date.issued2015
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.10.156
dc.identifier.urihttps://hdl.handle.net/20.500.12809/2826
dc.descriptionHiasa, Shuhei/0000-0002-8932-388X; Catbas, Fikret Necati/0000-0001-9255-9976en_US
dc.descriptionWOS: 000366227100107en_US
dc.description.abstractInfrared Thermography (IRT) is one of the nondestructive inspection techniques to detect delaminations in concrete bridge decks. These defects are identified by capturing the temperature gradient of concrete surfaces. In order for this technique to be effective in damage detection, IRT inspections should be conducted at certain time windows with favorable temperature conditions to get clear temperature gradients on inspected surfaces. This study is an experimental work examining the effects of ambient environmental conditions at different times of a day to locate subsurface delaminations and voids at a shallow depth, which is an additional influencing factor. This study also attempts to figure out a relationship between ambient environmental conditions and the temperature values of concrete surfaces to estimate the best time window with appropriate environmental conditions for IRT inspections. To this end, specially designed reusable concrete test plates with different thicknesses were manufactured to collect thermocouple sensor readings. Multiple regression analyses were employed to generate prediction models that seek a relationship between environmental conditions and temperature gradients on the test plates attached to a target bridge. Regression models also utilized sensor data collected at another location different than the target bridge location. It was found out that the most important aspect of sensor data collection was to accomplish a perfect contact of test plates with concrete bridge deck surfaces to get discernible temperature gradients. When this condition is not met, data analyses yield spurious results leading to futile conclusions. On the other hand, it was also observed that prediction models generated by regression analyses followed the same pattern as that of sensor readings. This makes it possible to have prediction equations based on sensor readings to determine suitable time window for conducting IRT inspections. (C) 2015 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipNEXCO-West USA, Inc.; Tubitak (The Scientific and Technological Research Council of Turkey)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK)en_US
dc.description.sponsorshipThe authors would like to thank to the members of Florida Department of Transportation for their cooperation and NEXCO-West USA, Inc. for their financial support and technical help with the project in Florida. The authors also wish to acknowledge the financial support of Tubitak (The Scientific and Technological Research Council of Turkey) for covering the expenses of 2nd author while he was a visiting scholar at UCF. Several individuals from the research group at UCF must be acknowledged as well for their help in assisting the experimental works; their names in no particular order are: Evan Prado, Tung Khuc, Masoud Malekzadeh, Travis Henriques, Martisa Washington, and Keke Peng. Juan Cruz was extremely instrumental with manufacturing the experimental specimens.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.subjectDelaminationen_US
dc.subjectBridge Decksen_US
dc.subjectNondestructive Evaluationen_US
dc.subjectThermocouple Readingsen_US
dc.subjectDefect Detectionen_US
dc.subjectConcrete Test Platesen_US
dc.titlePractical identification of favorable time windows for infrared thermography for concrete bridge evaluationen_US
dc.item-typearticleen_US
dc.contributor.departmenten_US
dc.contributor.departmentTemp[Watase, Azusa; Birgul, Recep; Hiasa, Shuhei; Catbas, F. Necati] Univ Cent Florida, Coll Engn & Comp Sci, Dept Civil Environm & Construct Engn, Orlando, FL 32816 USA -- [Birgul, Recep] Mugla Sitki Kocman Univ, Coll Engn, Dept Civil Engn, TR-48000 Mugla, Turkey -- [Hiasa, Shuhei; Matsumoto, Masato; Mitani, Koji] West Nippon Expressway Co Ltd NEXCO West, Washington, DC 20036 USAen_US
dc.identifier.doi10.1016/j.conbuildmat.2015.10.156
dc.identifier.volume101en_US
dc.identifier.startpage1016en_US
dc.identifier.endpage1030en_US
dc.relation.journalConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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