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Behaviour of concrete columns reinforced internally with non-corrosive reinforcements

Behaviour of concrete columns reinforced internally with non-corrosive reinforcements This study primarily explores the experimental study on the behaviour of full scale size concrete columns reinforced internally with non-corrosive reinforcements, i.e., glass fibre reinforced polymer (GFRP) reinforcements combined bending and axial loads. The experimental investigation consists of Series A and B. Each series has 24-column specimens with different parameters like shape of columns, reinforcement ratios, types of GFRP reinforcements, slenderness of the columns and grades of concrete. Based on this study, the strength expressions are derived using the equilibrium, strain compatibility, and stress-strain relationship for the constituent materials. For a known eccentricity, the expressions for axial thrust-moment interaction relations are developed for slender columns and the effect of secondary moments incorporated in the analytical study. Also finite element modelling and analysis of GFRP reinforced concrete columns are performed to simulate the behaviour of the columns under various parametric conditions. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png International Journal of Structural Engineering Inderscience Publishers

Behaviour of concrete columns reinforced internally with non-corrosive reinforcements

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Publisher
Inderscience Publishers
Copyright
Copyright © Inderscience Enterprises Ltd. All rights reserved
ISSN
1758-7328
eISSN
1758-7336
DOI
10.1504/IJSTRUCTE.2012.049513
Publisher site
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Abstract

This study primarily explores the experimental study on the behaviour of full scale size concrete columns reinforced internally with non-corrosive reinforcements, i.e., glass fibre reinforced polymer (GFRP) reinforcements combined bending and axial loads. The experimental investigation consists of Series A and B. Each series has 24-column specimens with different parameters like shape of columns, reinforcement ratios, types of GFRP reinforcements, slenderness of the columns and grades of concrete. Based on this study, the strength expressions are derived using the equilibrium, strain compatibility, and stress-strain relationship for the constituent materials. For a known eccentricity, the expressions for axial thrust-moment interaction relations are developed for slender columns and the effect of secondary moments incorporated in the analytical study. Also finite element modelling and analysis of GFRP reinforced concrete columns are performed to simulate the behaviour of the columns under various parametric conditions.

Journal

International Journal of Structural EngineeringInderscience Publishers

Published: Jan 1, 2012

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