Structural Upgrade Using Basalt Fibers for Concrete Confinement
Publication: Journal of Composites for Construction
Volume 14, Issue 5
Abstract
This paper aims to appraise the opportunities provided by a new class of composites based on using basalt fibers bonded with a cement-based matrix as an innovative strengthening material for confinement of reinforced concrete members. The effectiveness of the proposed technique is assessed by comparing different confinement schemes on concrete cylinders: (1) uniaxial glass-fiber-reinforced polymer (FRP) laminates; (2) alkali-resistant fiberglass grids bonded with a cement-based mortar; (3) bidirectional basalt laminates preimpregnated with epoxy resin or latex and then bonded with a cement-based mortar; and (4) a cement-based mortar jacket. The study showed that confinement based on basalt fibers bonded with a cement-based mortar could be a promising solution to overcome some limitations of epoxy-based FRP laminates.
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Acknowledgments
The experimental work was developed within the activities of the research work of “University Laboratories Network of Seismic Engineering”–ReLUIS (Research Line 8) funded by the Italian Department of Civil Protection–Executive Project 2005–2008. The materials used for strengthening the specimens discussed in this paper (GFRP and BRM systems) were provided by Mapei Spa, Milan.
References
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© 2010 ASCE.
History
Received: Jun 10, 2009
Accepted: Feb 2, 2010
Published online: Feb 8, 2010
Published in print: Oct 2010
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