An Investigation on fire performance of FRP-strengthened R/C beams

  1. (PDF, 468 KB)
AuthorSearch for: ; Search for: ; Search for: ; Search for: ; Search for:
ConferenceProceedings of the 8th International Symposium on Fire Safety Science: 18 September 2005, Beijing, China
Pages247258; # of pages: 12
Subjectfibre-reinforced polymer, structural fire endurance, reinforced concrete, repair, strengthening; Fibre-reinforced polymers (FRP); Fibre-reinforced polymers (FRP)
AbstractAs the use of Fibre-Reinforced Polymer (FRP) materials continues to expand into the structural repair market, concerns over the performance of these materials in fire conditions are now at the forefront of research. While externally bonded FRP sheets have been shown to successfully enhance the flexural and shear capacity of bridges and other structures, their application in interior spaces, where fire is a significant concern, remains questionable in light of these materials' comparatively poor resistance to elevatedtemperatures. This paper presents the results of an ongoing study to document the performance of FRP-strengthened reinforced concrete beam-slabs exposed to fire. With such experimental results, fireproofing materials have the potential to earn standard performance ratings, which are essential to the design engineer and necessary for the continued increase of FRP applications worldwide.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number47642
NPARC number20377897
Export citationExport as RIS
Report a correctionReport a correction
Record identifiera0920e3a-a75c-4e89-9126-5d6b43006e75
Record created2012-07-24
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)