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dc.contributor.authorC. L. Caleb Hing
dc.contributor.authorUdaya B. Halabe
dc.date.accessioned2017-05-08T21:34:49Z
dc.date.available2017-05-08T21:34:49Z
dc.date.copyrightJuly 2010
dc.date.issued2010
dc.identifier.other%28asce%29be%2E1943-5592%2E0000068.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/56592
dc.description.abstractAs glass fiber-reinforced polymer (GFRP) bridge decks are becoming a feasible alternative to the traditional concrete bridge decks, an innovative methodology to evaluate the in situ conditions are vital to GFRP bridge decks’ full implementation. Ground penetrating radar (GPR) typically performs well in detecting subsurface condition of a structural component with moisture pockets trapped within the material. On the other hand, infrared thermography (IRT) is traditionally known for its ability to detect air pockets within the material. In order to evaluate both nondestructive testing methods’ effectiveness for subsurface condition assessment of GFRP bridge deck, debonds of various sizes were embedded into a GFRP bridge deck module. A 1.5 GHz ground-coupled GPR system and a radiometric infrared camera were used to scan the deck module for condition assessment. Test results showed that both GPR and IRT retained their respective effectiveness in detecting subsurface anomalies. GPR was found to be capable of detecting water-filled defects as small as
dc.publisherAmerican Society of Civil Engineers
dc.titleNondestructive Testing of GFRP Bridge Decks Using Ground Penetrating Radar and Infrared Thermography
dc.typeJournal Paper
dc.journal.volume15
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0000066
dc.treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 004
dc.contenttypeFulltext


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