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Article

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Title

Bending behaviour of thin-walledperforated channel beams with modified crosssectional shape – Part 2: analytical calculations and FEM

Authors

[ 1 ] Instytut Mechaniki Stosowanej, Wydział Inżynierii Mechanicznej, Politechnika Poznańska | [ P ] employee | [ SzD ] doctoral school student

Scientific discipline (Law 2.0)

[2.9] Mechanical engineering

Year of publication

2025

Published in

Bulletin of the Polish Academy of Sciences. Technical Sciences

Journal year: 2025 | Journal volume: in press

Article type

scientific article

Publication language

english

Keywords
EN
  • thin-walled channel beams
  • web perforations
  • four-point bending
  • structural stability
  • buckling analysis
Abstract

EN This article is the second part of a comprehensive research program investigating the structural performance of thin- walled channels with modified cross-sectional geometries. The study involved testing six beams, three of which featured perforated webs, while the other three had flat, solid webs. The beams were subjected to four-point bending tests to evaluate their load-bearing capacity. The first part of the research presented the results of experimental tests and finite strip analysis. This article will focus on finite element analyses and analytical calculations conducted in accordance with Eurocode 3 guidelines and the principle of minimizing potential energy. The study provides several significant contributions: it integrates experimental, numerical, and theoretical methods to deliver a thorough evaluation of beam performance. The finite element method (FEM) simulations offer precise modeling of complex stress and strain states, while analytical calculations supply a solid theoretical foundation for interpreting structural behavior. The research demonstrates that web perforation, while reducing critical and maximum forces, also results in considerable weight savings, enhancing material efficiency. Additionally, the division of the research into two articles ensures clarity and accessibility, with this second part dedicated to detailed FEM and analytical results, thereby facilitating both academic understanding and practical engineering applications.

DOI

10.24425/bpasts.2025.153435

URL

https://journals.pan.pl/dlibra/publication/153435/edition/134162/content

License type

CC BY (attribution alone)

Open Access Mode

open journal

Open Access Text Version

final published version

Date of Open Access to the publication

in press

Ministry points / journal

100

Impact Factor

1,2 [List 2023]

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