Fire Resistance of Concrete Structures

Research output: Book/ReportReport

Abstract

A prediction of structural behaviour and fire resistance is presented for some different types of concrete members. This is made by use of two computer programs TASEF-2 and CONFIRE for thermal and structural response, respectively. Fire resistance times predicted by CONFIRE for different failure criteria and those obtained from different design recommendations are compared for a simply supported plate strip. The influence of axial restraint calculated by CONFIRE and by use of the PCI-manual are compared. Two column tests are also analysed successfully with the program. This paper is a result of a commenced co-operation in the structural fire engineering research between Lund Institute of Technology and SINTEF. Improved design methods and a more useful code is an important goal of the co-operation.

Details

Authors
  • Yngve Anderberg
  • Nils Erik Forsén
Research areas and keywords

Subject classification (UKÄ) – MANDATORY

  • Other Civil Engineering
  • Building Technologies
Original languageEnglish
PublisherDivision of Building Fire Safety and Technology, Lund Institute of Technology
Number of pages17
Volume3009
Publication statusPublished - 1982
Publication categoryResearch
Externally publishedYes

Publication series

NameLUTVDG/TVBB--3009--SE
Volume3009

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