Stress state of the end support rib of steel beams with a vertically corrugated wall

Authors

DOI:

https://doi.org/10.24866/2227-6858/2025-1/114-120

Keywords:

corrugated structures, corrugation, transversely corrugated wall, I-beam, stress state

Abstract

The work evaluates the stress state of the end support rib of a steel I-beam with a thin transversely corrugated wall. Finite element models of the studied beams with possible options for deflection of the wall from the axis of the supporting rib are presented, as well as the main results and analysis of numerical modeling, which is implemented using the “LIRA-SAPR” software package. A comparative analysis of the results obtained was carried out.

Author Biographies

  • Nikolay L. Tishkov, Pacific National University

    Candidate of Engineering Sciences, Associate Professor, Associate Professor of the Department of Industrial and Civil Construction

  • Anatoly N. Stepanenko, Pacific National University

    Doctor of Engineering Sciences, Associate Professor, Senior Scientific Employee of the Department of Industrial and Civil Engineering

  • Anastasiya S. Fomina, Pacific National University

    Student

References

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5. Elgaaly M., Seshadri A. Depicting the behaviour of girders with corrugated webs up to failure using non-linear finite element analysis // Advances Engineering Software. 1992. № 29. P. 195–208.

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Published

2025-03-31

Issue

No. 1(62) (2025)

Section

Buildings and Structures

License

Copyright (c) 2025 Far Eastern Federal University: School of Engineering Bulletin

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

1.
Stress state of the end support rib of steel beams with a vertically corrugated wall. Вестник Инженерной школы ДВФУ [Internet]. 2025 Mar. 31 [cited 2025 Apr. 27];1(1(62):114-20. Available from: https://journals.dvfu.ru/vis/article/view/1429