Analytical and experimental study of flexural strengthening of RC members using mechanically fastened FRP strips

Angeliki Papalou; Thanasis C. Triantafillou

doi:10.1177/096369351102000104

Analytical and experimental study of flexural strengthening of RC members using mechanically fastened FRP strips

Angeliki Papalou, Thanasis C. Triantafillou

Civil Engineering

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

Abstract

The main objective of this work is to investigate the behaviour of reinforced concrete members strengthened for flexure using mechanically fastened fiber reinforced polymer (FRP) strips. Experiments were conducted on strengthened reinforced concrete beams loaded to failure with an increasing load in four-point bending. An analytical-numerical model was developed predicting the behaviour of the strengthened concrete beam and reproducing its large ductility before failure.

Original language	English (US)
Pages (from-to)	27-32
Number of pages	6
Journal	Advanced Composites Letters
Volume	20
Issue number	1
DOIs	https://doi.org/10.1177/096369351102000104
State	Published - 2011

Keywords

FRP
Flexural strengthening
Mechanically fastened FRP-strips
Reinforced concrete

ASJC Scopus subject areas

Ceramics and Composites
Industrial and Manufacturing Engineering

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10.1177/096369351102000104

Cite this

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abstract = "The main objective of this work is to investigate the behaviour of reinforced concrete members strengthened for flexure using mechanically fastened fiber reinforced polymer (FRP) strips. Experiments were conducted on strengthened reinforced concrete beams loaded to failure with an increasing load in four-point bending. An analytical-numerical model was developed predicting the behaviour of the strengthened concrete beam and reproducing its large ductility before failure.",

keywords = "FRP, Flexural strengthening, Mechanically fastened FRP-strips, Reinforced concrete",

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AB - The main objective of this work is to investigate the behaviour of reinforced concrete members strengthened for flexure using mechanically fastened fiber reinforced polymer (FRP) strips. Experiments were conducted on strengthened reinforced concrete beams loaded to failure with an increasing load in four-point bending. An analytical-numerical model was developed predicting the behaviour of the strengthened concrete beam and reproducing its large ductility before failure.

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KW - Mechanically fastened FRP-strips

KW - Reinforced concrete

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Analytical and experimental study of flexural strengthening of RC members using mechanically fastened FRP strips

Abstract

Keywords

ASJC Scopus subject areas

Access to Document

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