Factors Affecting the Fire Resistance of Square Hollow Steel Columns Filled with Bar-Reinforced Concrete

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DOIResolve DOI: http://doi.org/10.4224/20358846
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TypeTechnical Report
Series titleInternal Report (National Research Council Canada. Institute for Research in Construction); no. IRC-IR-650
Physical description98 p.
SubjectFire; Cement and Concrete; Concrete columns; Feu; Résistance au feu; Bétons
AbstractExperimental 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
PublisherNational Research Council Canada
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-4916
NPARC number20358846
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Record identifier22359b6d-2053-4f91-bce3-7fe357e628ad
Record created2012-07-20
Record modified2017-06-14
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