Engineering Mechanics

International Conference

Proceedings Vol. 21 (2015)


May 11 – 14, 2015, Svratka, Czech Republic
Editors: Jiří Náprstek and Cyril Fischer

Copyright © 2015 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

ISBN 978-80-86246-42-0 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Nonlinear Analysis of Fire Resistance of Composite Steel-Concrete Tube Colum
J. Kralik, A. Grmanova, M. Klabnik
pages 158 - 159, full text

Generally, three different approaches can be applied for analysis of a fire safety: A time factor, bearing capacity factor, and the temperature factor. Three types of columns (a steel tube filled with concrete; an encased steel cross-shaped profile; reinforced-concrete column of a circular cross-section) were investigated using the transient temperature analysis. Heat transfer in composite columns as well as the effects of boundary conditions represented by normalized temperature curve, were monitored during a period of two and a half hour [1, 2].

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All papers were reviewed by members of the scientific committee.

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