Abstract

This paper presents the results of 10 laboratory tests performed on closely spaced built-up members fabricated from hot-rolled angle sections. Such members are of special interest in the construction and reinforcement of steel lattice towers used for telecommunication or electrical transmission lines. The angle sections used in this study were star-battened with pinned support conditions. In particular, two configurations were studied: star-battened angles with equal sections (SBE) (composed of two chords with the same section), and star-battened angles with unequal sections (SBU) (composed of two chords with different sections). The influence of connection spacing along the members and different types of connections (fully preloaded bolts, partially preloaded bolts) were also studied. In addition, the important influence of geometric imperfections on failure load and failure mode were analyzed. In this paper, a numerical model is introduced after the laboratory tests are presented. The model was built in ANSYS version 18.2 and was validated based on the results obtained during the experimental campaign. The numerical results highlighted the sensitivity of failure modes to initial imperfections (out-of-straightness, load eccentricity). Last, the validated numerical model is thought to be used in a wider parametric study with the aim of developing new design recommendations.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was carried out within the scope of work package WP3 of the European research project ANGELHY and was funded by the European Community’s Research Fund for Coal and Steel (RFCS).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 4April 2023

History

Received: May 11, 2022
Accepted: Nov 22, 2022
Published online: Jan 23, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 23, 2023

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Teaching Assistant and Ph.D. Candidate, Urban & Environmental Engineering (UEE) Dept., Univ. of Liège, All. de la Découverte b52, Liège 4000, Belgium (corresponding author). ORCID: https://orcid.org/0000-0001-5347-0573. Email: [email protected]
André Beyer [email protected]
Research Engineer, Steel Construction Division, Centre Technique Industriel de la Construction Métallique, Espace Technologique l’Orme des Merisiers—Bâtiment Apollo, Saint-Aubin 91190, France. Email: [email protected]
Jean-Pierre Jaspart [email protected]
Full Professor, Urban & Environmental Engineering (UEE) Dept., Univ. of Liège, All. de la Découverte b52, Liège 4000, Belgium. Email: [email protected]
Associate Professor, Urban & Environmental Engineering (UEE) Dept., Univ. of Liège, All. de la Découverte b52, Liège 4000, Belgium. ORCID: https://orcid.org/0000-0002-0988-8929. Email: [email protected]

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