Fire Resistance of Concrete-Filled Steel Columns

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TypeTechnical Report
Series titleTechnical translation (National Research Council of Canada); no. TT-1806
Physical description19 p.
Subjectfire resistance; thermal insulation; posts ( structures); steel; concrete (materials); Concrete columns; Concrete; resistance au feu; isolation thermique; poteau ( ossature); acier; beton (materiau)
AbstractAn alternative to the use of insulation for limiting temperatures in a steel structure exposed to fire is to increase its thermal capacity. Where there are steel columns with hollow profiles, this can be realized by filling the profiles with concrete, which, when joined to its relatively high mass and its moisture content, increases the thermal capacity of the structure. Civil engineer Andres Aulik in the Steel Construction Department of the Royal Technological Institute, has studied the temperature variations of uninsulated concrete steel columns, with the aid of theoretical data calculation, for various imagined cases of fire stress.
Publication date
PublisherNational Research Council Canada
AffiliationNational Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-1855
NPARC number20377422
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Record identifierc74b5173-0c95-4570-96fa-c9c3d4357301
Record created2012-07-24
Record modified2017-06-29
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