Bond-slip behaviour of FRP-reinforced concrete beams

Xiaoshan Lin; Y. X. Zhang

doi:10.1016/j.conbuildmat.2013.03.023

Bond-slip behaviour of FRP-reinforced concrete beams

Xiaoshan Lin, Y. X. Zhang

Western Sydney University

Research output: Contribution to journal › Article › peer-review

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.

Original language	English
Pages (from-to)	110-117
Number of pages	8
Journal	Construction and Building Materials
Volume	44
DOIs	https://doi.org/10.1016/j.conbuildmat.2013.03.023
Publication status	Published - 2013

Keywords

composite beams
concrete beams
finite element method

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10.1016/j.conbuildmat.2013.03.023

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title = "Bond-slip behaviour of FRP-reinforced concrete beams",

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.",

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year = "2013",

doi = "10.1016/j.conbuildmat.2013.03.023",

language = "English",

volume = "44",

pages = "110--117",

journal = "Construction and Building Materials",

issn = "0950-0618",

publisher = "Elsevier",

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T1 - Bond-slip behaviour of FRP-reinforced concrete beams

AU - Lin, Xiaoshan

AU - Zhang, Y. X.

PY - 2013

Y1 - 2013

N2 - 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.

AB - 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.

KW - composite beams

KW - concrete beams

KW - finite element method

UR - http://handle.westernsydney.edu.au:8081/1959.7/uws:49775

U2 - 10.1016/j.conbuildmat.2013.03.023

DO - 10.1016/j.conbuildmat.2013.03.023

M3 - Article

SN - 0950-0618

VL - 44

SP - 110

EP - 117

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

Bond-slip behaviour of FRP-reinforced concrete beams

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Keywords

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