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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/15676
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dc.contributor.authorSingh, Ajit Pratap-
dc.contributor.authorSrivastava, Anshuman-
dc.date.accessioned2024-09-20T10:19:41Z-
dc.date.available2024-09-20T10:19:41Z-
dc.date.issued2022-05-
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-981-16-9921-4_14-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/15676-
dc.description.abstractEstimation of extent of deterioration in concrete bridge decks is a challenge. Non-destructive testing (NDT) techniques are significant since they provide fast, easy, and economical way to detect delaminations, cracks, voids, and corrosion in bridge decks. In the present work, an attempt has been made to assess the effectiveness of infrared thermography (IRT) method in detecting various subsurface flaws of bridge decks. Thus, a test facility containing concrete bridge deck induced with various artificial defects is constructed. This study concludes that IRT can quickly scan large areas and identify potential locations of defects, particularly at shallow depths, up to 50 mm depth from surface in this study. Therefore, it can be highly useful for field inspections of bridges. The ideal time for field testing is estimated to be 4–5 h after sunrise. However, it can be suitably used along with other NDT techniques and their combination would yield better results.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectCivil Engineeringen_US
dc.subjectConcrete bridge decksen_US
dc.subjectInfrared thermography (IRT)en_US
dc.titleCondition Assessment of Reinforced Concrete Bridge Deck Using Infrared Thermographyen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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