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Fire Resistance of Concrete Structures

Anderberg, Yngve and Forsén, Nils Erik (1982) In LUTVDG/TVBB--3009--SE 3009.
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)
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. (Less)
Please use this url to cite or link to this publication:
author
publishing date
type
Book/Report
publication status
published
subject
in
LUTVDG/TVBB--3009--SE
volume
3009
pages
17 pages
publisher
Division of Building Fire Safety and Technology, Lund Institute of Technology
external identifiers
  • scopus:0020222194
language
English
LU publication?
no
id
095cc47d-fdc9-45be-b02d-c4b6ac5b5471 (old id 1270321)
date added to LUP
2008-11-24 14:03:07
date last changed
2017-08-20 04:49:16
@techreport{095cc47d-fdc9-45be-b02d-c4b6ac5b5471,
  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.},
  author       = {Anderberg, Yngve and Forsén, Nils Erik},
  institution  = {Division of Building Fire Safety and Technology, Lund Institute of Technology},
  language     = {eng},
  pages        = {17},
  series       = {LUTVDG/TVBB--3009--SE},
  title        = {Fire Resistance of Concrete Structures},
  volume       = {3009},
  year         = {1982},
}