Fire Resistance of Concrete Structures
(1982) In LUTVDG/TVBB--3009--SE- 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:
https://lup.lub.lu.se/record/1270321
- author
- Anderberg, Yngve and Forsén, Nils Erik
- publishing date
- 1982
- type
- Book/Report
- publication status
- published
- subject
- in
- LUTVDG/TVBB--3009--SE
- pages
- 17 pages
- publisher
- Division of Building Fire Safety and Technology, Lund Institute of Technology
- report number
- 3009
- external identifiers
-
- scopus:85040300972
- language
- English
- LU publication?
- no
- id
- 095cc47d-fdc9-45be-b02d-c4b6ac5b5471 (old id 1270321)
- date added to LUP
- 2016-04-04 11:31:59
- date last changed
- 2021-09-26 03:53:38
@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}}, number = {{3009}}, series = {{LUTVDG/TVBB--3009--SE}}, title = {{Fire Resistance of Concrete Structures}}, url = {{https://lup.lub.lu.se/search/files/5795581/4450324.pdf}}, year = {{1982}}, }