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Numerical analysis of stainless steel frames subject to fire

Author
Segura, G.; Afshan, S.; Mirambell, E.; Real, E.
Type of activity
Presentation of work at congresses
Name of edition
Congresso de Métodos Numéricos em Engenharia 2019
Date of publication
2019
Presentation's date
2019-07-02
Book of congress proceedings
Congress on Numerical Methods in Engineering = Congresso de Métodos Numéricos em Engenharia = Congreso de Métodos Numéricos en Ingeniería: CMN 2019, July 1-3, Guimarães, Portugal
First page
433
Last page
441
Publisher
Universidade do Minho
Project funding
Structural behaviour of stainless steel frames. Safety towards seismic and fire loads
Repository
http://hdl.handle.net/2117/166302 Open in new window
URL
http://www.cmn2019.pt/images/Congresso/ebook/CMN%202019_eBook_b.pdf Open in new window
Abstract
Stainless steel possess better strength and stiffness reduction factors at high temperatures than carbon steel which has been shown to result in enhanced fire performance of structural components and assemblies. In recent years, a considerable amount of research has been devoted to the structural analysis and design of isolated stainless steel members at elevated temperatures. However, advances related to the behaviour of stainless steel frames subjected to fire are scarce. Actually, EN 1993-1-4...
Citation
Segura, G. [et al.]. Numerical analysis of stainless steel frames subject to fire. A: Congresso de Métodos Numéricos em Engenharia. "Congress on Numerical Methods in Engineering = Congresso de Métodos Numéricos em Engenharia = Congreso de Métodos Numéricos en Ingeniería: CMN 2019, July 1-3, Guimarães, Portugal". Minho: Universidade do Minho, p. 433-441.
Keywords
Coupled thermo-mechanical model, fire, numerical analysis, stainless steel frames
Group of research
ATEM - Structural and Materials Technology

Participants