Experimental Studies on the Fire Resistance of Square Hollow Steel Columns Filled with Steel-Fibre-Reinforced Concrete

  1. (PDF, 1 MB)
DOIResolve DOI: http://doi.org/10.4224/20338384
AuthorSearch for: ; Search for:
TypeTechnical Report
Series titleInternal Report (National Research Council Canada. Institute for Research in Construction); no. IRC-IR-662
Physical description38 p.
SubjectFibre-reinforced polymers (FRP); Concrete columns
AbstractExperimental studies were canied out to determine the fire resistance of square hollow steel columns filled with steel-fibre-reinforced concrete. The results of seven N1-scale fire resistance tests are described in this report. The variables included column dimensions, wall thickness of steel section, concrete strength, type of aggregate in the concrete, eccentricity of loading and load intensity. These studies were conducted as partof a research program aimed at developing simple design equations capable of predicting the fire resistance of concrete-filled hollow steel columns.
Publication date
PublisherNational Research Council Canada
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-6745
NPARC number20338384
Export citationExport as RIS
Report a correctionReport a correction
Record identifier9771327d-a4e9-48c0-a8f9-bccf1d6aaec3
Record created2012-07-19
Record modified2017-06-14
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)
Date modified: