Strength of steel to concrete bond at elevated and high temperatures

published:
Number: Issue 10(2008)
Section: Without a section
DOI:
The page spacing of the article: 190-194
Keywords:
How to quote an article: Khalik Naro Strength of steel to concrete bond at elevated and high temperatures. Dorogi і mosti [Roads and bridges]. Kyiv, 2008. 10. P. 190-194 [in Ukrainian]

Authors

Kyiv National University of Civil Engineering and Architecture, Kyiv, Ukraine

Summary

It is presented results of experimental researches of influence of high temperatures on strength of steel to concrete bond in reinforced concrete constructions.

References

1. Diederichs, U. Untersuchungen zum Verbundverhalten bei hohen Temperaturen.-Dissertation. – TU Braunschweig, eingereicht, 1982.
2. Hertz, K. Bond between concrete and deformed bars exposed to high temperatures.- Institute of Building Design, Technical University of Denmark, DK-2800 Lyngby. – A paper presented at CIB W 14 Meeting Athen, May 19-23, 1980.
3. Kasami, H Okuno, T. and Yamane, S Properties of concrete exposed to sustained elevated temperature. –Transaction of the 3-rd International Conference on “Structural Mechanics in Reactor Technology”. – London, 1-5 Sept. – Vol. 3, paper H1/5, 1975.

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