Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/120212
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Type: Journal article
Title: Analysis of FRP-to-concrete interfaces using a displacement driven partial interaction model
Author: Zhang, H.
Smith, S.
Gravina, R.
Citation: International Journal of Mechanical Sciences, 2016; 117:210-217
Publisher: Elsevier
Issue Date: 2016
ISSN: 0020-7403
1879-2162
Statement of
Responsibility: 
Huawen Zhang, Scott T. Smith, Rebecca J. Gravina
Abstract: Fibre-reinforced polymer (FRP)-to-concrete bonded interfaces are susceptible to bond failure in the concrete at the interface. This paper presents the details of a partial interaction model that is capable of analysing such bond failure in FRP-to-concrete joints. The model is driven by displacing the slip between the FRP and concrete at the loaded end of the joint and is thus able to capture unloading of the bonded interface. Such unloading is due to a reduction in the available length of the bonded plate on account of progressive plate debonding. A bond stress versus slip model is calibrated from test results and incorporated into the partial interaction model. Predictions of strain, bond stress and slip along the length of the bonded plate are produced and the results are found to correlate with test measurements. Finally, parametric studies on a typical joint enable insights to be gained on the parameters used to define the bond-slip model.
Keywords: Concrete; constitutive laws; debonding FRP partial interaction model
Rights: © 2016 Elsevier Ltd. All rights reserved.
RMID: 0030119777
DOI: 10.1016/j.ijmecsci.2016.08.006
Grant ID: http://purl.org/au-research/grants/arc/LP130100482
Appears in Collections:Civil and Environmental Engineering publications

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