Residual strength of fire-exposed reinforced concrete columns

  1. (PDF, 855 KB)
  2. Get@NRC: Residual strength of fire-exposed reinforced concrete columns (Opens in a new window)
DOIResolve DOI:
AuthorSearch for: ; Search for: ; Search for:
Journal titleACI SP
Pages153174; # of pages: 22
Subjectposts (structures); box columns; effects of fire; axial loads; compressive strength; fire tests; reinforced concrete; ultrasonic tests; supports; compressive strength; deformation; fires; fire tests; loads (forces); temperature; ultrasonic tests; Concrete columns
AbstractA study was carried out to assess the residual strength of reinforced concrete columns after exposure to a standard fire for various lengths of time, and cooling. The use of a mathematical model, an ultrasonic pulse test method and a load test method are investigated. Calculated temperatures and residual strengths of test columns were compared with those measured. Comparisons were also made between calculated and measured pulse velocities. The results indicated that using the calculation procedure and the method of measuring pulse velocity described in the study, the residual strength of concrete columns can be assessed with an accuracy sufficient for practical purposes.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number26486
NPARC number20358498
Export citationExport as RIS
Report a correctionReport a correction
Record identifiera7ebf32f-f0e6-49f8-bf35-ea7088155aa5
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)