Fire Resistance of Rectangular Hollow Steel Sections Filled with Bar-reinforced Concrete

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DOIResolve DOI: http://doi.org/10.4224/20375763
AuthorSearch for: ; Search for:
TypeTechnical Report
Series titleInternal Report, Institute for Research in Construction, National Research Council Canada; Volume 631
Physical description37 p.
SubjectPerformance of:
AbstractExperimental and theoretical studies have been carried out to predict the fire resistance of rectangular hollow steel columns filled with bar-reinforced concrete. A mathematical model to calculate the temperatures, deformation and the fire resistance of the columns is presented. Calculated results are compared with those measured. The results indicate that the model is capable of predicting the fire resistance of rectangular hollow steel columns, filled with bar-reinforced concrete, with an accuracy that is adequate for practical purposes.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierIRC-IR-631
NRC number3433
NPARC number20375763
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Record identifierf7dc16da-b77e-4d8a-b849-967446a975e8
Record created2012-07-23
Record modified2016-10-03
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