A Method to predict the fire resistance of circular concrete filled hollow steel columns

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DOIResolve DOI: http://doi.org/10.1177/104239159000200402
AuthorSearch for: ; Search for:
TypeArticle
Journal titleJournal of Fire Protection Engineering
ISSN1042-3915
Volume2
Issue4
Pages111124; # of pages: 14
Subjectbox columns; posts (structures); fire resistance; Concrete columns
AbstractExperimental and theoretical studies have been carried out at the National Research Council of Canada to develop methods to predict the fire resistance of concrete filled hollow steel columns. A mathematical model that calculates temperatures, deformations and strength of columns in fire, and their fire resistance, is described in this paper. A comparison of results calculated using this model with the results of tests conducted on circular steel columns filled with non-reinforced concrete is discussed.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
IdentifierIRC-P-1702
NRC number32372
4195
NPARC number20358603
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Record identifier7d3fe320-32ed-4546-bcea-c7618ed01038
Record created2012-07-20
Record modified2016-05-09
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