The University of Southampton
University of Southampton Institutional Repository

Numerical modelling and design of aluminium alloy angles under uniform compression

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.
2673-4109
632-651
Georgantzia, Evangelia
915a67f2-6020-4bd3-919e-f6df11f4a031
Gkantou, Michaela
e91cc83a-e415-44f2-a616-b88e41049fdf
Kamaris, George S.
99dc43b0-0a43-4706-8f45-c28bbe0ce99b
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), 632-651. (doi:10.3390/civileng2030035).

Record type: Article

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.

This record has no associated files available for download.

More information

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
ORCID for Evangelia Georgantzia: ORCID iD orcid.org/0000-0001-9140-8236

Catalogue record

Date deposited: 14 Apr 2023 16:56
Last modified: 17 Mar 2024 04:15

Export record

Altmetrics

Contributors

Author: Evangelia Georgantzia ORCID iD
Author: Michaela Gkantou
Author: George S. Kamaris

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

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×