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contributor authorJian-Ping Lin
contributor authorYu-Fei Wu
date accessioned2017-12-30T13:04:40Z
date available2017-12-30T13:04:40Z
date issued2016
identifier other%28ASCE%29CC.1943-5614.0000678.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245361
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.
publisherAmerican Society of Civil Engineers
titleNumerical Analysis of Interfacial Bond Behavior of Externally Bonded FRP-to-Concrete Joints
typeJournal Paper
journal volume20
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000678
page04016028
treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
contenttypeFulltext


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