Numerical simulation and analysis of stainless steel frames at high temperature
Numerical simulation and analysis of stainless steel frames at high temperature
This paper presents a numerical modelling study investigating the response of stainless steel two-dimensional frame assemblies at elevated temperature that has not been the subject of detailed investigation to date. Finite elements models which capture the combined effects of material degradation with temperature and the interaction between the individual frame elements are developed and validated. The effect of key behavioural parameters including frame type, i.e. sway and non-sway, degree of utilisation, material grade and heating profile is investigated through an extensive parametric modelling. A new set of performance criteria in terms of limiting deflection and limiting rate of deflection for sway and non-sway frames in fire is established and verified.
Fire resistance, Nonlinear analysis, Parametric study, Stainless steel frame, Utilisation ratio
Segura, G
bf7f32f7-1d88-45da-8684-43e8595897e1
Pournaghshband, A
770cb03c-d374-4604-9fb7-c091af9ace00
Afshan, Sheida
68dcdcac-c2aa-4c09-951c-da4992e72086
Mirambell, E
9413bda0-848a-4733-8da9-55d509c69a9f
15 January 2021
Segura, G
bf7f32f7-1d88-45da-8684-43e8595897e1
Pournaghshband, A
770cb03c-d374-4604-9fb7-c091af9ace00
Afshan, Sheida
68dcdcac-c2aa-4c09-951c-da4992e72086
Mirambell, E
9413bda0-848a-4733-8da9-55d509c69a9f
Segura, G, Pournaghshband, A, Afshan, Sheida and Mirambell, E
(2021)
Numerical simulation and analysis of stainless steel frames at high temperature.
Engineering Structures, 227, [111446].
(doi:10.1016/j.engstruct.2020.111446).
Abstract
This paper presents a numerical modelling study investigating the response of stainless steel two-dimensional frame assemblies at elevated temperature that has not been the subject of detailed investigation to date. Finite elements models which capture the combined effects of material degradation with temperature and the interaction between the individual frame elements are developed and validated. The effect of key behavioural parameters including frame type, i.e. sway and non-sway, degree of utilisation, material grade and heating profile is investigated through an extensive parametric modelling. A new set of performance criteria in terms of limiting deflection and limiting rate of deflection for sway and non-sway frames in fire is established and verified.
Text
Segura et al. Engineering Structures_2021_111446
- Accepted Manuscript
More information
Accepted/In Press date: 12 October 2020
e-pub ahead of print date: 11 November 2020
Published date: 15 January 2021
Additional Information:
Funding Information:
The first author acknowledges the support of the Secretaria d'Universitats i Recerca de la Generalitat de Catalunya (Spain) and the European Social Fund. The authors acknowledge the funding from the MINECO (Spain) under Project BIA2016-75678-R, AEI/FEDER, UE ?Comportamiento estructural de p?rticos de acero inoxidable. Seguridad frente a acciones accidentales de sismo y fuego?.
Funding Information:
The first author acknowledges the support of the Secretaria d’Universitats i Recerca de la Generalitat de Catalunya (Spain) and the European Social Fund. The authors acknowledge the funding from the MINECO (Spain) under Project BIA2016-75678-R, AEI/FEDER, UE “Comportamiento estructural de pórticos de acero inoxidable. Seguridad frente a acciones accidentales de sismo y fuego”.
Publisher Copyright:
© 2020 Elsevier Ltd
Keywords:
Fire resistance, Nonlinear analysis, Parametric study, Stainless steel frame, Utilisation ratio
Identifiers
Local EPrints ID: 445458
URI: http://eprints.soton.ac.uk/id/eprint/445458
ISSN: 0141-0296
PURE UUID: 849ffa59-9899-4c95-9f8d-058f9b8ed0bf
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Date deposited: 09 Dec 2020 17:32
Last modified: 17 Mar 2024 06:04
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Contributors
Author:
G Segura
Author:
A Pournaghshband
Author:
E Mirambell
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