Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading

Y. C. Wang; M. G. Lee; B. C. Chen

doi:10.1016/j.compstruct.2006.09.012

Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading

Y. C. Wang, M. G. Lee, B. C. Chen

Department of Civil Engineering

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

47 Scopus citations

Abstract

The practical application of composite materials for retrofitting of reinforced concrete bridge T-sectional girders was investigated. Carbon and glass fibre-reinforced polymers (CFRP and GFRP) saturated in an epoxy resin matrix were used to enhance the service load-carrying capacity of the bridge. Three 5-m-long simply supported beams were tested under monotonic and cyclic loads for comparison to a beam subjected to more than 10⁶ cycles in the service load range. The results show that an FRP-strengthened T-beam subjected to fatigue loading demonstrated excellent behaviour that can be expected from well-detailed retrofit schemes incorporating carbon and glass fibre laminates.

Original language	English
Pages (from-to)	491-498
Number of pages	8
Journal	Composite Structures
Volume	81
Issue number	4
DOIs	https://doi.org/10.1016/j.compstruct.2006.09.012
State	Published - Dec 2007

Keywords

Experiment
Fatigue
Fibre reinforced polymer
Reinforced concrete
Retrofit

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10.1016/j.compstruct.2006.09.012

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title = "Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading",

abstract = "The practical application of composite materials for retrofitting of reinforced concrete bridge T-sectional girders was investigated. Carbon and glass fibre-reinforced polymers (CFRP and GFRP) saturated in an epoxy resin matrix were used to enhance the service load-carrying capacity of the bridge. Three 5-m-long simply supported beams were tested under monotonic and cyclic loads for comparison to a beam subjected to more than 106 cycles in the service load range. The results show that an FRP-strengthened T-beam subjected to fatigue loading demonstrated excellent behaviour that can be expected from well-detailed retrofit schemes incorporating carbon and glass fibre laminates.",

keywords = "Experiment, Fatigue, Fibre reinforced polymer, Reinforced concrete, Retrofit",

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AU - Wang, Y. C.

AU - Lee, M. G.

AU - Chen, B. C.

PY - 2007/12

Y1 - 2007/12

N2 - The practical application of composite materials for retrofitting of reinforced concrete bridge T-sectional girders was investigated. Carbon and glass fibre-reinforced polymers (CFRP and GFRP) saturated in an epoxy resin matrix were used to enhance the service load-carrying capacity of the bridge. Three 5-m-long simply supported beams were tested under monotonic and cyclic loads for comparison to a beam subjected to more than 106 cycles in the service load range. The results show that an FRP-strengthened T-beam subjected to fatigue loading demonstrated excellent behaviour that can be expected from well-detailed retrofit schemes incorporating carbon and glass fibre laminates.

AB - The practical application of composite materials for retrofitting of reinforced concrete bridge T-sectional girders was investigated. Carbon and glass fibre-reinforced polymers (CFRP and GFRP) saturated in an epoxy resin matrix were used to enhance the service load-carrying capacity of the bridge. Three 5-m-long simply supported beams were tested under monotonic and cyclic loads for comparison to a beam subjected to more than 106 cycles in the service load range. The results show that an FRP-strengthened T-beam subjected to fatigue loading demonstrated excellent behaviour that can be expected from well-detailed retrofit schemes incorporating carbon and glass fibre laminates.

KW - Experiment

KW - Fatigue

KW - Fibre reinforced polymer

KW - Reinforced concrete

KW - Retrofit

UR - https://www.scopus.com/pages/publications/34250888666

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DO - 10.1016/j.compstruct.2006.09.012

M3 - 期刊論文

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SN - 0263-8223

VL - 81

SP - 491

EP - 498

JO - Composite Structures

JF - Composite Structures

IS - 4

ER -

Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading

Abstract

Keywords

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