Influence of restraint on fire performance of reinforced concrete columns

  1. (PDF, 644 KB)
DOIResolve DOI:
AuthorSearch for: ; Search for:
ConferenceProceedings of the 1st International Symposium on Fire Safety Science: 07 October 1985, Gaithersburg, Maryland, USA
Pages291300; # of pages: 10
Subjectposts (structures); thermal expansion; stresses; fire resistance; thermal expansion; column failure; maximum stresses; restraining load; Concrete columns; poteau (ossature); dilatation thermique; contrainte (mé canique)
AbstractExperimental and theoretical studies were carried out on the effect of restraint on the fire resistance of reinforced concrete columns. Two tests were carried out on axially loaded columns fully restrained against thermal expansion. Both experimental and theoretical studies indicate that full restraint of axial thermal expansion has little influence in the fire performance of the columns. The maximum stresses in a fully restrained column at the time that the restraining load is maximum, are considerably lower than those at the time of failure of the column.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number25921
NPARC number20358538
Export citationExport as RIS
Report a correctionReport a correction
Record identifier1f6deba7-cc8c-43c4-824c-dc86552f3eb2
Record created2012-07-20
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)