MATEC Web Conf.
Volume 230, 20187th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings” (Transbud-2018)
|Number of page(s)||5|
|Section||Structures, Buildings and Facilities|
|Published online||16 November 2018|
Feature of fire resistance calculation of steel structures with intumescent coating
National University of Civil Defence of Ukraine, Chernishevska str. 94, 61023, Kharkov, Ukraine
2 V. N. Karazin Kharkov National University, Svobody Sq. 4, 61022, Kharkov, Ukraine
3 Cherkassy Institute of Fire Safety of National University of Civil Defence of Ukraine, Onoprienko str. 8, 18034, Cherkassy, Ukraine
* Corresponding author: email@example.com
The problem of estimation of fire resistance of steel frame structures with intumescent coatings is considered. It implies that both physical properties of a covering (its thickness and structure) and mechanical properties of a metal structure change critically at heating. All above changes should be considered to maintain the standard values of fire resistance of a construction at calculation. Usually, known technical characteristics of fire resistance of intumescent coverings are used for estimation of fire resistance of steel structures with intumescent coverings. Importance of taking into account the influence of strength loss time at heating of a steel structure on calculation of fire resistance limit of system “intumescent fireproof coating steel structure” is shown in the article. On an example of calculation of heating time to the critical temperature of steel columns and beams protected by intumescent coating, it is shown that own heating time of steel structures before they lose strength makes 10 to 16 % from a settlement limit of fire resistance. This fact should be considered at the forecast of fire resistance of steel frame structures with intumescent coatings.
© The Authors, published by EDP Sciences, 2018
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