Aluminium alloy cross-sections under uniaxial bending and compression: A numerical study
Aluminium alloy cross-sections under uniaxial bending and compression: A numerical study
The current study numerically investigates the structural behaviour of aluminium alloy square and rectangular hollow cross-sections under compression and uniaxial bending. Material and geometric nonlinear responses were carefully considered within finite element modelling. Geometric imperfections were also included through the execution of an initial eigenvalue buckling analysis. A thorough parametric study was carried out over a range of width-to-thickness ratios used in practice. Different initial loading eccentricities were examined generating various ratios of compressive axial load and bending moment at failure. The relatively new 6082-T6 heat-treated aluminium alloy, which is increasingly employed in structural applications owing to its high strength, was selected for this study. Based on the obtained numerical capacities, the EN 1999-1-1 design interaction curves were assessed providing rather conservative predictions, particularly for the stockiest cross-sections. The simplified Continuous Strength Method was, also, evaluated exhibiting slightly more accurate with less scattering strength provisions.
Georgantzia, Evangelia
915a67f2-6020-4bd3-919e-f6df11f4a031
Gkantou, Michaela
e91cc83a-e415-44f2-a616-b88e41049fdf
Kamaris, George S.
99dc43b0-0a43-4706-8f45-c28bbe0ce99b
Kansara, Kunal D.
23eb9a5c-5cc0-4c92-a79a-2bbf2bce99d5
Hashim, Khalid
65908015-1419-4fcf-b7a6-ee60712557c7
1 February 2021
Georgantzia, Evangelia
915a67f2-6020-4bd3-919e-f6df11f4a031
Gkantou, Michaela
e91cc83a-e415-44f2-a616-b88e41049fdf
Kamaris, George S.
99dc43b0-0a43-4706-8f45-c28bbe0ce99b
Kansara, Kunal D.
23eb9a5c-5cc0-4c92-a79a-2bbf2bce99d5
Hashim, Khalid
65908015-1419-4fcf-b7a6-ee60712557c7
Georgantzia, Evangelia, Gkantou, Michaela, Kamaris, George S., Kansara, Kunal D. and Hashim, Khalid
(2021)
Aluminium alloy cross-sections under uniaxial bending and compression: A numerical study.
IOP Conference Series: Materials Science and Engineering, 2021 (1058), [012011].
(doi:10.1088/1757-899X/1058/1/012011).
Record type:
Meeting abstract
Abstract
The current study numerically investigates the structural behaviour of aluminium alloy square and rectangular hollow cross-sections under compression and uniaxial bending. Material and geometric nonlinear responses were carefully considered within finite element modelling. Geometric imperfections were also included through the execution of an initial eigenvalue buckling analysis. A thorough parametric study was carried out over a range of width-to-thickness ratios used in practice. Different initial loading eccentricities were examined generating various ratios of compressive axial load and bending moment at failure. The relatively new 6082-T6 heat-treated aluminium alloy, which is increasingly employed in structural applications owing to its high strength, was selected for this study. Based on the obtained numerical capacities, the EN 1999-1-1 design interaction curves were assessed providing rather conservative predictions, particularly for the stockiest cross-sections. The simplified Continuous Strength Method was, also, evaluated exhibiting slightly more accurate with less scattering strength provisions.
This record has no associated files available for download.
More information
Published date: 1 February 2021
Venue - Dates:
1st Conference on Science and Technology for Early Career Researchers and Postgraduate Students (STEPS 2020) 20th-22nd December 2020, Erbil, Iraq, 2020-12-20
Identifiers
Local EPrints ID: 488155
URI: http://eprints.soton.ac.uk/id/eprint/488155
ISSN: 1757-899X
PURE UUID: 8bf07aa5-6907-4d49-b1e2-63c3001f04bb
Catalogue record
Date deposited: 17 Mar 2024 01:55
Last modified: 17 Mar 2024 04:15
Export record
Altmetrics
Contributors
Author:
Evangelia Georgantzia
Author:
Michaela Gkantou
Author:
George S. Kamaris
Author:
Kunal D. Kansara
Author:
Khalid Hashim
Download statistics
Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.
View more statistics