Numerical modelling and design of aluminium alloy angles under uniform compression
Numerical modelling and design of aluminium alloy angles under uniform compression
Research studies have been reported on aluminium alloy tubular and doubly symmetric open cross-sections, whilst studies on angle cross-sections remain limited. This paper presents a comprehensive numerical study on the response of aluminium alloy angle stub columns. Finite element models are developed following a series of modelling assumptions. Geometrically and materially nonlinear analyses with imperfections included are executed, and the obtained results are validated against experimental data available in the literature. Subsequently, a parametric study is carried out to investigate the local buckling behaviour of aluminium alloy angles. For this purpose, a broad range of cross-sectional aspect ratios, slenderness and two types of structural aluminium alloys are considered. Their effect on the cross-sectional behaviour and strength is discussed. Moreover, the numerically obtained ultimate strengths together with literature test data are utilised to assess the applicability of the European design standards, the American Aluminium Design Manual and the Continuous Strength Method to aluminium alloy angles. The suitability of the Direct Strength Method is also evaluated and a modified method is proposed to improve the accuracy of the strength predictions.
632-651
Georgantzia, Evangelia
915a67f2-6020-4bd3-919e-f6df11f4a031
Gkantou, Michaela
e91cc83a-e415-44f2-a616-b88e41049fdf
Kamaris, George S.
99dc43b0-0a43-4706-8f45-c28bbe0ce99b
6 August 2021
Georgantzia, Evangelia
915a67f2-6020-4bd3-919e-f6df11f4a031
Gkantou, Michaela
e91cc83a-e415-44f2-a616-b88e41049fdf
Kamaris, George S.
99dc43b0-0a43-4706-8f45-c28bbe0ce99b
Georgantzia, Evangelia, Gkantou, Michaela and Kamaris, George S.
(2021)
Numerical modelling and design of aluminium alloy angles under uniform compression.
CivilEng, 2 (3), .
(doi:10.3390/civileng2030035).
Abstract
Research studies have been reported on aluminium alloy tubular and doubly symmetric open cross-sections, whilst studies on angle cross-sections remain limited. This paper presents a comprehensive numerical study on the response of aluminium alloy angle stub columns. Finite element models are developed following a series of modelling assumptions. Geometrically and materially nonlinear analyses with imperfections included are executed, and the obtained results are validated against experimental data available in the literature. Subsequently, a parametric study is carried out to investigate the local buckling behaviour of aluminium alloy angles. For this purpose, a broad range of cross-sectional aspect ratios, slenderness and two types of structural aluminium alloys are considered. Their effect on the cross-sectional behaviour and strength is discussed. Moreover, the numerically obtained ultimate strengths together with literature test data are utilised to assess the applicability of the European design standards, the American Aluminium Design Manual and the Continuous Strength Method to aluminium alloy angles. The suitability of the Direct Strength Method is also evaluated and a modified method is proposed to improve the accuracy of the strength predictions.
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Accepted/In Press date: 29 July 2021
Published date: 6 August 2021
Identifiers
Local EPrints ID: 476233
URI: http://eprints.soton.ac.uk/id/eprint/476233
ISSN: 2673-4109
PURE UUID: 439c205b-08dc-43ef-aa7a-8e38b8fbc716
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Date deposited: 14 Apr 2023 16:56
Last modified: 17 Mar 2024 04:15
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Author:
Evangelia Georgantzia
Author:
Michaela Gkantou
Author:
George S. Kamaris
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