Factors Affecting the Fire Resistance of Square Hollow Steel Columns Filled with Plain Concrete

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DOIResolve DOI: http://doi.org/10.4224/20375209
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TypeTechnical Report
Series titleInternal Report (National Research Council Canada. Institute for Research in Construction); no. IRC-IR-633
Physical description25 p.
SubjectConcrete columns
AbstractExperimental and theoretial studies have been carried out to predict the fire resistance of hollow steel sections filled with various concretes. This report deals with square steel columns filled with plain 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
PublisherNational Research Council Canada
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-3465
NPARC number20375209
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Record identifierf529829c-757e-43cd-a871-d672792c8da6
Record created2012-07-23
Record modified2017-06-14
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