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Assessment of Factors Exerting Effects on Strength of C5/8 - C90/105 Concrete in the Case of Fire

Abstract

Taking into account the approach which is given in the Belarussian Construction Norms adopted on 05.03.2001 the paper shows the main principles which are recommended for determination and assessment of the concrete strength in the case of fire. On the basis of investigations pertaining to the influence of various factors on the strength of C5/8 - C90/105 concrete in the case of short high-temperature heating a mathematical model has been proposed to determine coefficient of concrete behaviour in the case of fire.

About the Authors

G. I. Kasperov
Institute for Command Engineers of the MES of the Republic of Belarus
Belarus


I. I. Polevoda
Institute for Command Engineers of the MES of the Republic of Belarus
Belarus


M. N. Ryskin
Belarusian National Technical University
Belarus


References

1. Милованов А. Ф. Стойкость железобетонных конструкций при пожаре. - М.: Стройиздат, 1998. - с. 304.

2. EN 1992: Eurocode-2: Design of concrete structures; Part 1-2 / General rules-Structural fire design. - November 2001.

3. МДС 21-2.2000. Огнестойкость и огнесохранность железобетонных конструкций. - М.: НИИЖБ, 2000.

4. Рекомендации по расчету пределов огнестойкости бетонных и железобетонных конструкций. - М.: НИИЖБ, 1986.

5. Жуков В. В., Гусев А. А. Физико-механические и структурные характеристики бетона после воздействия высокой температуры и нагрузки И Огнестойкость железобетонных конструкций. - М.: НИИЖБ Госстроя СССР. - 1984.-С. 3-17.


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For citations:


Kasperov G.I., Polevoda I.I., Ryskin M.N. Assessment of Factors Exerting Effects on Strength of C5/8 - C90/105 Concrete in the Case of Fire. Science & Technique. 2003;(2):17-21. (In Russ.)

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ISSN 2227-1031 (Print)
ISSN 2414-0392 (Online)