Bond-slip behaviour of FRP-reinforced concrete beams

Lin, X and Zhang, Y 2013, 'Bond-slip behaviour of FRP-reinforced concrete beams', Construction and Building Materials, vol. 44, pp. 110-117.

Document type: Journal Article
Collection: Journal Articles

Title Bond-slip behaviour of FRP-reinforced concrete beams
Author(s) Lin, X
Zhang, Y
Year 2013
Journal name Construction and Building Materials
Volume number 44
Start page 110
End page 117
Total pages 8
Publisher Elsevier
Abstract Flexural and bond-slip behaviour of fibre reinforced polymer (FRP)-reinforced concrete beams are investigated experimentally and numerically in this paper. Four-point bending tests are carried out to study the flexural and bond-slip behaviour of FRP-reinforced concrete beams reinforced with carbon FRP, glass FRP, and basalt FRP rebars with different surface conditions. The flexural and bond-slip behaviours of the test beams are also studied numerically by employing the recently developed finite element models with and without bond-slip effect. The results obtained from the numerical modelling agree very well with those obtained from experimental studies. Parametric study is carried out to investigate the effects of different rebar surfaces and rebar types on the structural behaviour of the FRP-reinforced concrete beams.
Subject Structural Engineering
Keyword(s) Bond-slip
Concrete beams
Numerical modelling
Parametric study
DOI - identifier 10.1016/j.conbuildmat.2013.03.023
Copyright notice © 2013 Elsevier Ltd. All rights reserved.
ISSN 0950-0618
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Citation counts: TR Web of Science Citation Count  Cited 27 times in Thomson Reuters Web of Science Article | Citations
Scopus Citation Count Cited 17 times in Scopus Article | Citations
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