Factors affecting the fire resistance of square hollow steel columns filled with steel-fibre reinforced concrete

From National Research Council Canada

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DOI	Resolve DOI: https://doi.org/10.4224/20338088
Author	Search for: Kodur, V. K. R.¹
Affiliation	National Research Council of Canada. NRC Institute for Research in Construction
Format	Text, Technical Report
Physical description	41 p.
Subject	Fibre-reinforced polymers (FRP); Concrete columns
Abstract	Experimental and theoretical studies have been canied out to predict the fire resistance of hollow steel sections filled with various concrete types. This report deals with parametric studies on square steel columns filled with steel-fibre reinforced concrete. Using a computer program, the influence of the various study variables on the fire resistance of these columns, namely, column section size, steel wall thickness, load, effective length of the column, concrete strength and type of aggregate, were investigated.The results are described and the influence of the various study variables is discussed.
Publication date	1996-09-01
Publisher	National Research Council of Canada
Series	Internal Report (National Research Council of Canada. Institute for Research in Construction), no. IRC-IR-590 (1 September 1996).
Language	English
Peer reviewed	No
NRC number	NRC-IRC-7138
NPARC number	20338088
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Record identifier	3ba8df30-ace8-49bd-96f3-1eca47f4d8ce
Record created	2012-07-19
Record modified	2022-11-17

Date modified:: 2024-07-17