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dc.contributor.author Peiris, A
dc.contributor.author Harik, I
dc.date.accessioned 2013-11-30T19:35:01Z
dc.date.available 2013-11-30T19:35:01Z
dc.date.issued 2013-12-01
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/9509
dc.description.abstract Repair and rehabilitation utilizing FRP composites, especially carbon FRP fabric and laminates are becoming the primary choice for strengthening damaged structural components or for upgrading structures. The deployment of FRP materials in a number of bridges in Kentucky are presented along with a discussion on long term durability. The highlighted field applications include the use of: (1) FRP rebars – both glass FRP (GFRP) and carbon FRP (CFRP) in bridge decks; (2) FRP sections – a pultruded FRP composite I-girder pedestrian bridge and suspension bridge with a GFRP superstructure; (3) CFRP fabric – retrofitting of reinforced concrete box-beams, repair of concrete bridge pedestals, retrofit of precast prestressed I-girders and strengthening of concrete piers; (4) SFRP fabric – steel FRP used to repair crack locations in RC beams and PC I-beams; and (5) CFRP laminate – normal modulus laminates for strengthening reinforced concrete girders as well as ultra high modulus laminates for strengthening steel girders. A discussion of the lessons learned along with recommendations is also presented. en_US
dc.language.iso en en_US
dc.subject FRP en_US
dc.subject Composite materials en_US
dc.subject Reinforced concrete en_US
dc.subject Flexural strength en_US
dc.title Field application of FRP material in Kentucky en_US
dc.type Conference-Full-text en_US
dc.identifier.year 2011 en_US
dc.identifier.conference International Conference on Structural Engineering Construction and Management en_US
dc.identifier.place Kandy en_US
dc.identifier.email abheetha@engr.uky.edu en_US
dc.identifier.email iharik@engr.uky.edu en_US


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