TECHNICAL PAPERS
Feb 8, 2010

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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ASTM. (2000). “Standard test method for tensile properties of polymer matrix composite materials.” D3039/D3039M, approved by Agencies of the Department of Defense.
Brik, V. B. (1997). “Basalt fiber composite reinforcement for concrete.” NCHR-IDEA Program Project 25, Transportation Research Board, Washington, D.C.
Brik, V. B. (1999a). “Advanced concept concrete using basalt fiber composite reinforcement.” Technical Research Rep. submitted to NCHRP-IDEA, Project 25, Transportation Research Board, Washington, D.C.
Brik, V. B. (1999b). “Performance evaluation of basalt fibers and composites rebars as concrete reinforcement.” Technical Research Rep. submitted to NCHRP-IDEA, Project 45, Transportation Research Board, Washington, D.C.
De Lorenzis, L., and Tepfers, R. (2003). “Comparative study of models on confinement of concrete cylinders with fiber-reinforced polymer composites.” J. Compos. Constr., 7(3), 219–237.
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Matthys, S., Taerwe, L., and Audenaert, K. (1999). “Tests on axially loaded concrete columns confined by fiber reinforced polymer sheet wrapping.” Proc., FRPRCS-4, Baltimore, American Concrete Institute, 1182.
Sim, J., Park, C., and Moon, D. Y. (2005). “Characteristics of basalt fiber as a strengthening material for concrete structures.” Composites, Part B, 36, 504–512.
Spoelstra, M. R., and Monti, G. (1999). “FRP-confined concrete model.” J. Compos. Constr., 3(3), 143–150.
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Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 14Issue 5October 2010
Pages: 541 - 552

History

Received: Jun 10, 2009
Accepted: Feb 2, 2010
Published online: Feb 8, 2010
Published in print: Oct 2010

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Authors

Affiliations

Marco Di Ludovico [email protected]
Assistant Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, 80125 Naples, Italy (corresponding author). E-mail: [email protected]
Andrea Prota [email protected]
Assistant Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, 80125 Naples, Italy. E-mail: [email protected]
Gaetano Manfredi [email protected]
Full Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, 80125 Naples, Italy. E-mail: [email protected]

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