Proceedings Vol. 31 (2025)

ENGINEERING MECHANICS 2025
May 12 – 14, 2025, Medlov, Czech Republic
Copyright © 2025 Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prague
ISBN 978-80-86246-99-4 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 205 - 208, full text

This work examines a simple planar symmetric truss design (modified von Mises truss) which involves two members subjected to deformation by an applied force, with supporting springs at the ends. The analytical numerical model of the truss structure is formulated using first- and second-order theories of deformation, and the ensuing nonlinear model is solved by applying established techniques. The study subsequently correlates the solution using the results derived from the experimental setup. The two approaches are compared, buckling, snap-through effect and error estimation are evaluated.
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All papers were reviewed by members of the scientific committee.