Fire Resistant Study for Long Span Beams Made of FR 490 Steels
Building could be severely influenced by fire and it can be demolished so that the major structural elements such as columns and beams required to be coated by fire protection materials according to each condition. Especially, a steel framed building regarded as a weaken structures when the building is engulfed with a severe fire condition. Therefore, the fire resistant steel (FR 490) has been developed to improve the structural properties of an ordinary structural steels at high temperature. Generally, the fire resistance of structural beam built with a structural steel can be measured by horizontal furnace using a standard testing method by each nation’s standard. However, the real length of the beam showed the tendency longer than that of the horizontal furnace. Therefore, it is considered more important to know the real fire resistant performance of structural beams. In this paper, to evaluate the fire resistant performance of long span beams made of the FR 490, the fire engineering method is done using not only materials properties at high temperatures but a heat transfer, a stress theory. The results showed that as the length of beams are longer, the maximum load bearing capacities at high temperatures are lower and the deflections are increased.
Y. Sakumoto, T. Yamaguchi, M. Ohash, and M. Saito, “High- temperature properties of fire resistant steel for buildings,” Journal of Structural Engineering, vol. 119, pp. 392-407, 1992.
I. K. Kwon, “Experimental study on making databases for fire resistant steel at high temperature,” Journal of Korean Institute of Fire Science and Engineering, vol. 27, no. 5, pp. 1-7, 2013.
Swedish Institute of Steel Construction, “Fire engineering design of steel structures,” Stockholm, Sweden, 1976.
H. Y. Chung, C. H. Lee, W. J. Su, and R. Z. Lin, “Application of fire-resistant steel to beam-to column moment connections at elevated temperatures,” Journal of Constructional Steel Research, vol. 66, pp. 289-303, 2010.
Copyright (c) 2016 Proceedings of Engineering and Technology Innovation
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Submission of a manuscript implies: that the work described has not been published before that it is not under consideration for publication elsewhere; that if and when the manuscript is accepted for publication. Authors can retain copyright in their article with no restrictions. Also, author can post the final, peer-reviewed manuscript version (postprint) to any repository or website.
From Oct. 01, 2015, PETI will publish new articles with Creative Commons Attribution Non-Commercial License, under Creative Commons Attribution 4.0 International Public License.
The Creative Commons Attribution Non-Commercial (CC-BY-NC) License permits use, distribution and reproduction in any medium, provided the original work is properly cited and is not used for commercial purposes