Engineering Mechanics

International Conference

Proceedings Vol. 27/28 (2022)


ENGINEERING MECHANICS 2022

27/28th INTERNATIONAL CONFERENCE
May 9 – 12, 2022, Milovy, Czech Republic
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Editors: Cyril Fischer and Jiří Náprstek

Copyright © 2022 Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prague

ISBN 978-80-86246-48-2 (printed)
ISBN 978-80-86246-51-2 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Stability of beams under force F in middle of span combined with end moments Ma and Mb
Baláž I., Koleková Y., Partov D.
pages 21 - 24, full text

Calculation of the critical moments Mcr of the beams under various combinations of the force F in the middle of span and the end moments. Solution of the differential equations is presented in the graphical form. Two diagrams enable to obtain the factors C1 and C2, which depend on the parameters M and ψ . Approximate formula for the calculation of the critical moments depending on three factors C1, C2, C3 and three dimensionless parameters κwt , ζg , ζj was derived before. The formula together with the proposed values of factors C1, C2, C3 for basic loadings of beams with the monosymmetric I-sections were accepted for Eurocode (2007) and many national annexes. Presented results are valid for the beams with double symmetric I-sections. They may be used also for the continuous beams being slightly on the safe side. Numerical examples show that our results equal to the exact results of commercial computer programs. The procedure gives quickly practically exact results and therefore it is efficient tool for designers. This paper is twin of the paper (2022) where beams under uniform loading q and end moments are investigated.


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Ownership of copyright in original research articles remains with the Authors, and provided that, when reproducing parts of the contribution, the Authors acknowledge and/or reference the Proceedings, the Authors do not need to seek permission for re-use of their material.

All papers were reviewed by members of the scientific committee.


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