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contributor authorChao Zhang
contributor authorJialai Wang
contributor authorKenneth J. Fridley
date accessioned2017-05-08T21:36:34Z
date available2017-05-08T21:36:34Z
date copyrightOctober 2012
date issued2012
identifier other%28asce%29cc%2E1943-5614%2E0000294.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57426
description abstractInterface debonding can grow slowly within the FRP-to-concrete interface in aggressive environments, even though the energy release rate at the crack tip is only a fraction of the critical energy release rate of the interface. This slow debonding process is called environment-assisted subcritical debonding, which may be a dominant mechanism for the failure of the FRP-to-concrete interface under service loads in aggressive environments. In this study, environment-assisted subcritical debonding of the epoxy-concrete interface was first observed and characterized using wedge-driven testing. Aggressive environments have been found to substantially increase the debonding growth rate along the epoxy-concrete interface. Fracture surface analysis suggests that the debonding mode can change from the cohesive failure within the concrete in critical debonding to the adhesive failure along the epoxy-concrete interface in subcritical debonding. The proposed subcritical debonding testing closely simulates the failure occurring during the service life of the FRP-to-concrete interface, and allows interaction with environmental species during testing. Subcritical debonding testing provides a new approach to understand the degradation mechanism and to assess the long-term durability of the FRP-to-concrete interface.
publisherAmerican Society of Civil Engineers
titleEnvironment-Assisted Subcritical Debonding of Epoxy-Concrete Interface
typeJournal Paper
journal volume16
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000291
treeJournal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 005
contenttypeFulltext


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