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

From National Research Council Canada

Download	View final version: Factors affecting the fire resistance of square hollow steel columns filled with bar-reinforced concrete (PDF, 4.0 MiB)
DOI	Resolve DOI: https://doi.org/10.4224/20358846
Author	Search for: Lie, T. T.¹; Search for: Denham, E. M. A.
Affiliation	National Research Council of Canada
Format	Text, Technical Report
Physical description	98 p.
Subject	Concrete columns; fire; fire resistance; cement and concrete
Abstract	Experimental and theoretical studies have been carried out to predict the fire resistance of hollow steel sections with various bar-reinforced concretes. This report deals with square steel columns filled with bar-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, percentage steel reinforcement, concrete cover thickness to reinforcing steel, concrete strength andtype of aggregate, were investigated. The results are described and the influence of the various study variables is discussed.
Publication date	1993-09
Publisher	National Research Council of Canada
Series	Internal Report (National Research Council of Canada. Institute for Research in Construction), no. IRC-IR-650 (September 1993).
Language	English
Peer reviewed	No
NRC number	NRC-IRC-4916
NPARC number	20358846
Export citation	Export as RIS
Report a correction	Report a correction (opens in a new tab)
Record identifier	22359b6d-2053-4f91-bce3-7fe357e628ad
Record created	2012-07-20
Record modified	2022-12-22

Date modified:: 2024-04-16