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dc.contributor.authorJian-Ping Lin
dc.contributor.authorYu-Fei Wu
dc.date.accessioned2017-12-30T13:04:40Z
dc.date.available2017-12-30T13:04:40Z
dc.date.issued2016
dc.identifier.other%28ASCE%29CC.1943-5614.0000678.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245361
dc.description.abstractDue to the complexity and difficulty involved, the interfacial bond-slip relationship of externally bonded (EB) fiber-reinforced polymer (FRP)-to-concrete joints has been investigated, mainly through experimental testing. This work investigates the interfacial behavior using the finite-element method (FEM). Damage plasticity theory is employed to model concrete material and the pull-off test of EB-FRP-to-concrete joints is simulated by FEM to study the interfacial behavior. Debonding process, failure mechanism, local bond strength distribution, and characteristics of the local bond-slip relationship are examined. It is found that the local bond-slip relationship has a shape different from all existing bond-slip models. However, such change in shape does not make a significant difference to the global interfacial load-slip response.
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerical Analysis of Interfacial Bond Behavior of Externally Bonded FRP-to-Concrete Joints
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue5
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000678
dc.page04016028
dc.treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
dc.contenttypeFulltext


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