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Buckling response of ferritic stainless steel columns at elevated temperatures

Buckling response of ferritic stainless steel columns at elevated temperatures
Buckling response of ferritic stainless steel columns at elevated temperatures

This paper presents a numerical study on the buckling behaviour of ferritic stainless steel columns in fire. Finite element models were developed and validated against existing test results to predict the elevated temperature non-linear response of ferritic stainless steel columns. A total of nine austenitic and three ferritic stainless steel column tests were replicated using the finite element analysis package ABAQUS. Parametric studies were performed to investigate the effects of variation of load level and global slenderness on the elevated temperature buckling response of ferritic stainless steel columns, and to extend the range of structural performance data. Both the experimental and numerical parametric study resultswere compared with the current design rules in EN 1993-1-2 (2005) and recent proposed modifications thereof by Ng and Gardner (2007), Uppfeldt et al. (2008) and Lopes et al. (2010).

1471-1476
CRC Press
Afshan, S.
68dcdcac-c2aa-4c09-951c-da4992e72086
Gardner, L.
2d5fc7ca-efd9-425a-981c-73d3937aca08
Baddoo, N. R.
7151609e-55d1-46fc-bb79-9d5502c92c6f
Zingoni, Alphose
Afshan, S.
68dcdcac-c2aa-4c09-951c-da4992e72086
Gardner, L.
2d5fc7ca-efd9-425a-981c-73d3937aca08
Baddoo, N. R.
7151609e-55d1-46fc-bb79-9d5502c92c6f
Zingoni, Alphose

Afshan, S., Gardner, L. and Baddoo, N. R. (2013) Buckling response of ferritic stainless steel columns at elevated temperatures. Zingoni, Alphose (ed.) In Research and Applications in Structural Engineering, Mechanics and Computation - Proceedings of the 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013. CRC Press. pp. 1471-1476 .

Record type: Conference or Workshop Item (Paper)

Abstract

This paper presents a numerical study on the buckling behaviour of ferritic stainless steel columns in fire. Finite element models were developed and validated against existing test results to predict the elevated temperature non-linear response of ferritic stainless steel columns. A total of nine austenitic and three ferritic stainless steel column tests were replicated using the finite element analysis package ABAQUS. Parametric studies were performed to investigate the effects of variation of load level and global slenderness on the elevated temperature buckling response of ferritic stainless steel columns, and to extend the range of structural performance data. Both the experimental and numerical parametric study resultswere compared with the current design rules in EN 1993-1-2 (2005) and recent proposed modifications thereof by Ng and Gardner (2007), Uppfeldt et al. (2008) and Lopes et al. (2010).

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More information

Published date: 9 December 2013
Venue - Dates: 5th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2013, Cape Town, South Africa, 2013-09-02 - 2013-09-04

Identifiers

Local EPrints ID: 429862
URI: https://eprints.soton.ac.uk/id/eprint/429862
PURE UUID: 69872690-bf70-4f8d-84fb-18d814eb33f6

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Date deposited: 08 Apr 2019 16:30
Last modified: 08 Apr 2019 16:30

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