TECHNICAL PAPERS
Aug 1, 2000

Axial Testing of Rectangular Column Models Confined with Composites

Publication: Journal of Composites for Construction
Volume 4, Issue 3

Abstract

Recent evaluation of civil engineering infrastructure has demonstrated that most of it will need major repairs in the near future. This justifies the development of innovative rehabilitation and strengthening methods for reinforced concrete structures, especially with composite materials. One of these techniques consists of strengthening columns by confinement with a composite enclosure. This paper reports the results of a research program on this topic and concentrates on the behavior of square and rectangular columns confined with carbon and aramid fiber sheets. Results from a series of tests on small-scale specimens showed that confinement increased the strength and ductility of the concrete columns loaded axially.

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References

1.
Demers, M., and Neale, K. W. (1994). “Strengthening of existing concrete columns with unidirectional composite sheets.” Proc., 4th Int. Conf. on Short and Medium Span Bridges, A. Mufti, B. Bakht, and L. G. Jaeger, eds., Canadian Society for Civil Engineering, Montreal, Canada, 895–905.
2.
Demers, M., and Neale, K. W. (1999). “Confinement of reinforced concrete columns with fiber reinforced composite sheets—An experimental study.” Can. J. Civ. Engrg., Ottawa, 26, 226–241.
3.
Harmon, T. G., and Slattery, K. T. (1992). “Advanced composite confinement of concrete.” Proc., 1st Int. Conf. on Advanced Compos. Mat. in Bridges and Struct., K. N. Neal and P. Labossière, eds., Canadian Society for Civil Engineering, Montreal, Canada, 299–306.
4.
Head, P. R. (1996). “Advanced composites in civil engineering—A critical overview at this high interest, low use stage of development.” Proc., 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct., M. M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, Canada, 3–15.
5.
Jin, L., Saadatmanesh, H., and Ehsani, M. R. (1994). “Seismic retrofit of existing reinforced concrete columns by glass-fiber composites.” Proc., 3rd Mat. Engrg. Conf., K. D. Bashan, ed., ASCE, New York, 758–763.
6.
Katsumata, H., Kimura, K., Yagi, K., Tanaka, T., Kobatake, Y., and Sawanabori, T. (1990). “Applications of retrofit method with carbon fiber for existing reinforced concrete structures.” Proc., Workshop on Evaluation, Repair and Retrofit of Struct., US-Japan Panel on Wind and Seismic Effects, 3.11.1–3.11.25.
7.
Lavergne, S., and Labossière, P. (1997). “Experimental study of concrete columns confined by a composite jacket under combined axial and flexural loads.” Proc., CSCE Annu. Conf., K. W. Neale, P. Labossière, and G. McClure, eds., Vol. 6, Canadian Society for Civil Engineering, Montreal, Canada, 6–11.
8.
Nanni, A., Norris, M. S., and Bradford, N. M. (1993). “Lateral confinement of concrete using FRP reinforcement.” Proc., Int. Symp. on Fiber-Reinforced-Plastic Reinforcement for Concrete Struct., A. Nanni and C. W. Dolan, eds., American Concrete Institute, Detroit, 193–209.
9.
Rochette, P., and Labossière, P. (1996). “A plasticity approach for concrete columns confined with composite materials.” Proc., 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct., M. M. El-Badry, ed., Canadian Society for Civil Engineering, Montreal, Canada, 359–366.
10.
Seible, F., Priestley, M. J. N., Hegemier, G. A., and Innamorato, D. (1997). “Seismic retrofit of RC columns with continuous carbon fiber jackets. J. Compos. for Constr., ASCE, 1(2), 52–62.

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Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 4Issue 3August 2000
Pages: 129 - 136

History

Received: Jul 1, 1998
Published online: Aug 1, 2000
Published in print: Aug 2000

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Authors

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PhD Candidate, Dept. of Civ. Engrg., Univ. of Sherbrooke, 2500 boul. de l'Université, PQ, Canada JIK 2R1.
Prof. of Struct. Engrg., Dept. of Civ. Engrg., Univ. of Sherbrooke, 2500 boul. de l'Université, Sherbrooke, PQ, Canada JIK 2R1.

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