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Journal Article

Citation

Kodur VKR. J. Fire Prot. Eng. 2005; 15(2): 93-106.

Affiliation

Institute for Research in Construction, National Research Council, Canada, (Venkatesh.Kodur@nrc-cnrc.gc.ca)

Copyright

(Copyright © 2005, SAGE Publishing)

DOI

10.1177/1042391505047740

PMID

unavailable

Abstract

An overview of the research program, aimed at developing fire resistance design guidelines for high-strength concrete (HSC) columns, is outlined. A comparison is made of the fire resistance performance of an HSC column with that of a normal-strength concrete (NSC) column. The various factors that influence the structural behavior of HSC columns under fire conditions are discussed. Design guidelines are presented for mitigating spalling and enhancing fire endurance of HSC columns.

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