Fire resistance of reinforced concrete columns

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ConferenceProceedings, International Association for Bridge and Structural Engineering Symposium on Design and Safety of Reinforced Concrete Compression Members: 1974, Quebec, Que, Canada
Pages245254; # of pages: 10
Subjectreinforced concrete; posts (structures); fire resistance; fire tests; numerical calculation; Bridges; Concrete columns; beton arme; poteau (ossature); resistance au feu; essai au feu; calcul numerique
AbstractThe fire resistance of square, reinforced concrete columns has been studied under both standard fire test conditions and under conditions that more closely resemble those encountered in practice, including column-structure interaction effects and realistic fire conditions. Based on calculated results, simple design rules are given for the fire resistance as a function of type of aggregate, column size, cover thickness to steel, amount of steel, design safety factor and equivalent buckling strength.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number14375
NPARC number20358574
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Record identifier5a42dfb4-01fa-4b9d-85cf-de28d5d4a4b9
Record created2012-07-20
Record modified2016-05-09
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