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Type: Conference paper
Title: Confinement of concrete columns with large rupture strain FRP composites
Author: Sirach, N.
Smith, S.
Yu, T.
Mostafa, A.
Tang, Z.
Citation: Proceedings of the 7th Asia-Pacific Conference on FRP in Structures (APFIS 2019), 2019 / vol.OnlinePubl
Publisher: IIFC
Issue Date: 2019
ISBN: 9780648752899
Conference Name: Asia-Pacific Conference on FRP in Structures (APFIS) (10 Dec 2019 - 13 Dec 2019 : Gold Coast, Australia)
Statement of
N Sirach, S Smith, Tao Yu, A Mostafa, Z Tang
Abstract: Fibre-reinforced polymer (FRP) composites can be used as a confinement mechanism to improve the strength and ductility of concrete columns. In recent years, a number of large rupture strain (LRS) FRP composites have emerged, namely polyethylene naphthalate (PEN) and polyethylene terephthalate (PET), and they are a promising solution for the seismic retrofitting of reinforced concrete (RC) columns. These composites are desirable as they are made from recycled plastic bottles, making them a cheaper and more environmentally friendly alternative to traditional FRPs (i.e. carbon FRP and glass FRP). This paper presents an experimental study on the axial compressive behavior of LRS FRPconfined normal-strength concrete columns. The effect of FRP layers on the stress-strain behavior of these columns is investigated. Furthermore, several tests on traditional FRP-confined columns were tested in parallel and these results are used to make comparisons to those LRS FRP-confined columns. Results show that LRS FRP-confined columns achieve a similar ultimate strength and significantly higher ultimate strains to their traditional FRP counterpart when the confining ratio is similar.
Description: This proceedings is not yet available on the Publishers website.
Rights: Copyright status unknown
RMID: 1000018130
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Appears in Collections:Civil and Environmental Engineering publications

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