Local Concrete‐Steel Bond Behavior at Low Temperature
Publication: Journal of Structural Engineering
Volume 113, Issue 11
Abstract
Experimental studies were conducted on the local bond stress‐slip relationships of deformed bars embedded in confined concrete under monotonic and cyclic loading in the temperature range between −10 °C and −70 °C (+14 °F and −94 °F). The bond behavior between steel reinforcement and concrete under low temperature appears quite different from the bond behavior under normal temperature The main differences observed are in the values of maximum bond stress and in the relationship between maximum bond stress and concrete compressive strength. Under monotonic loading, the ratio of maximum bond strength at low temperature to that at normal temperature is almost identical to the ratio of the respective concrete compressive strength values.
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References
1.
Cole, D. M. (1985). “Grain size and the compressive strength of ice.” Proceedings of the 4th International Offshore Mechanics and Arctic Engineering Symposium, Vol. II, J. Chung, ed., Houston, Tex., Feb., 220–226.
2.
Edwards, A. D., and Yannopoulos, P. J. (1979). “Local bond stress to slip relationships for hot rolled deformed bars and mild steel plain bars.” ACI J., 76(3), 405–420.
3.
Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). “Local bond stressslip relationships of deformed bars under generalized excitations.” Rept. No. UCB/EERC‐83/23, University of California, Berkeley, Calif.
4.
Eranti, E., and Lee, G. C. (1986). Cold region structural engineering, McGraw‐Hill Book Co., New York, N.Y.
5.
Hawkins, N. M., Lin, I. J., and Jeang, F. L. (1982). “Local bond strength of concrete for cyclic reversed loading.” Bond in concrete, P. Bartos, ed., Applied Science Publishers, London, England, 151–161.
6.
Hungspreug, S., et al. (1981). “Local bond beteen a reinforcing bar and concrete under high intensity cyclic load.” Rept. 81‐6, Dept. of Structural Engineering, Cornell University, Ithaca, N.Y.
7.
Losberg, A., and Olsen, P. (1979). “Bond failure of deformed reinforcing bars based on the longitudinal splitting effect of the bars.” ACI J., 76(1), 5–18.
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Copyright © 1987 ASCE.
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Published online: Nov 1, 1987
Published in print: Nov 1987
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