Determining the temperature history of concrete constructions following fire exposure

Download
  1. (PDF, 748 KB)
  2. Get@NRC: Determining the temperature history of concrete constructions following fire exposure (Opens in a new window)
AuthorSearch for:
TypeArticle
Journal titleJournal of the American Concrete Institute
ISSN0002-8061
Volume65
Issue11
Pages959964; # of pages: 6
Subjecteffects of fire; concrete construction; portland cement; fire tests; dehydration; cement pastes; concretes; dehydration; dilatometry; fires; high temperature; portland cements; research; temperature; thermogravimetry; Fire; Concrete; action du feu; construction en beton; ciment portland; essai au feu; deshydratation
AbstractWith the use of thermogravimetry and dilatometry the maximum temperatures attained at various locations in a concrete construction during a fire can be determined, if samples of the concrete can be obtained within 1 or 2 days of the fire.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierDBR-RP-381
NRC number10429
2505
NPARC number20374886
Export citationExport as RIS
Report a correctionReport a correction
Record identifier9d0587c4-0639-4730-8caa-413462bc9f7c
Record created2012-07-23
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)
Date modified: