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contributor authorChandra Khoe
contributor authorRajan Sen
contributor authorVenkat R. Bhethanabotla
date accessioned2017-05-08T21:36:28Z
date available2017-05-08T21:36:28Z
date copyrightJune 2012
date issued2012
identifier other%28asce%29cc%2E1943-5614%2E0000260.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57388
description abstractFiber reinforced polymers (FRP) are increasingly used for repairing corrosion-damaged concrete structures. The performance of the repairs is critically dependent on the oxygen permeability of the FRP-concrete system. This paper presents the results of an experimental study in which the oxygen permeation of concrete and FRP-concrete systems were determined. In the study, concrete specimens with three different water-cementitious ratios were initially tested. Subsequently, uni directional one and two-layer carbon and fiberglass material were bonded to the concrete surface, and the oxygen permeation of the FRP-concrete systems were determined. The results showed a significant reduction in the oxygen permeation of concrete after FRP had been bonded. The best performance was obtained for FRP bonded to concrete with the highest water-cementitious ratio. An expression for the equivalent thickness of FRP-concrete systems was derived by using Fick’s law. This facilitates the evaluation of the effectiveness of alternate FRP-concrete corrosion repair schemes.
publisherAmerican Society of Civil Engineers
titleOxygen Permeability of FRP-Concrete Repair Systems
typeJournal Paper
journal volume16
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000257
treeJournal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 003
contenttypeFulltext


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