Effect of Cold Regions Climate on Composite Jacketed Concrete Columns
Publication: Journal of Cold Regions Engineering
Volume 8, Issue 3
Abstract
The construction and maintenance of structures subject to subzero (<0°C) temperatures and in cold regions such as in the Arctic poses a variety of problems related to degradation of mechanical properties of exposed materials, difficulties associated with repair, and the need to minimize environmental impact due to construction. The use of composites in cold regions environments and for the purposes of infrastructure rehabilitation presents an enormous opportunity. In addition to the high strength‐to‐weight and stiffness‐to‐weight ratios, composites are attractive for these applications due to their light weight (and hence easy assembly) and resistance to the environment. In this paper we investigate the effect of three different composite jackets subjected to both ambient (73°F) and −17.8°C (0°F) environments on the strengthening efficiency of concrete stub elements. It is seen that for both glass‐ and carbon‐fiber‐reinforced composite wraps, compressive strength and rigidity increase with decrease in temperature. Differences in failure mode of the entire structural element (composite wrapped column) are noted.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Dutta, P. K. (1988). “Structural fiber composite materials for cold regions.” J. Cold Regions Engrg., ASCE, 2(3) 124–134.
2.
Dutta, P. K. (1990). “CRREL research on materials in cold environments.” Cold Regions Res. and Engrg. Rep. 90‐42, CRREL.
3.
Dutta, P. K. (1992). “Low temperature compressive strength of glass‐fiber reinforced polymer composites.” Proc., 11th Int. Conf. on Offshore Mech. and Arctic Engrg., Calgary, Canada.
4.
Furlong, R. W. (1967). “Strength of steel‐encased concrete beam columns.” J. Struct. Engrg., 93(5), 113–124.
5.
Gerasimov, A. A., and Bulmanis, V. N. (1988). “Effect of static loads and of factors of cold climate on the deformability, strength, and life of polyester wound glass‐reinforced plastic.” Mekhanika Kompozitnykh Materialov, Moscow, U.S.S.R., No. 5, 862–867.
6.
Hasegawa, A., Matsuda, T., and Higashida, N. (1992). “Carbon fiber reinforced earthquake‐resistant retrofitting for RC piers.” Doboku Gijutsu, Tokyo, Japan, 97(3), 43–50.
7.
Karbhari, V. M., Eckel, D. A. II, and Tunis, G. C. II (1993). “Strengthening of concrete column stubs through resin infused composite wraps.” J. Thermoplastic Composites, Vol. 6, 92–107.
8.
Karbhari, V. M., and Pope, G. (1993). “Effect of cold regions type environment on impact and flexure properties of glass/vinyl ester composites.” J. Cold Regions Engrg., ASCE, 8(1), 1–20.
9.
Katsumata, H., Kobatake, Y., and Takeda, T. (1988). “A study on strengthening with carbon fiber for earthquake‐resistant capacity of existing reinforced concrete columns.” Proc., 9th World Conf. on Earthquake Engrg., Tokyo, Japan, Vol. VII, 517–522.
10.
Knowles, R. B., and Park, R. (1969). “Strength of concrete filled steel tubular columns.” J. Struct. Engrg., 95(12), 2565–2587.
11.
Korhonen, C. J., Cortez, E. R., and Smith C. E. (1991). “New admixtures for cold weather concreting.” Proc., 6th Int. Conf. on Cold Regions Engrg., ASCE, New York, N.Y., 200–210.
12.
Luft, H. B., Witzke, R., and Smuga‐Otto, I. (1986). “Repair welding of arctic offshore structures and vessels.” Proc., 4th Int. Conf. on Cold Regions Engrg., ASCE, New York, N.Y., 520–535.
13.
Manual for bridge maintenance. American Association of State Highway and Transportation Officials (AASHTO). (1976). Washington, D.C.
14.
Meier, U. (1992). “Carbon fiber‐reinforced polymers: modern materials in bridge engineering.” Struct. Engrg. Int. Sci. and Technol., Vol. 1, 7–12.
15.
Menzies, T. R. (1992). “National cost of damage to infrastructure from highway deicing.” ASTM STP 1137, ASTM, Philadelphia, Pa., 30–45.
16.
New York City Department of Transportation, Bridges and Tunnels. (1991). Annu. Condition Rep.
17.
Nixon, W. A., and Weber, L. J. (1991). “Flexural strength of sand‐reinforced ice.” J. Cold Regions Engrg., 5(1), 14–27.
18.
Shell Chemical Company. (no date). “Shell resin systems for RTM.” Bull.
Information & Authors
Information
Published In
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Aug 31, 1993
Published online: Sep 1, 1994
Published in print: Sep 1994
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.