10.24423/EngTrans.1254.20220314
Analytical Investigation of a Beam on Elastic Foundation with Nonsymmetrical Properties
Krzysztof MAGNUCKI
0000-0003-2251-4697
Łukasiewicz Research Network – Rail Vehicles Institute “TABOR”
Poland
Piotr KĘDZIA
0000-0001-9934-840X
Poznan University of Technology
Poland
The subject of presented analytical and numerical investigation is the stability of an axially compressed beam on an elastic foundation. The shape function of the foundation was assumed. The formula was supplemented with the offset parameter. The critical values of loads were calculated and presented as a function of geometric and mechanical properties of the beam and nonsymmetrical properties of the elastic foundation. The highest values of critical loads can be obtained for the highest values of shape parameter and the lowest values of amplitudes of shape function. The values of critical loads increase with the increase of the value of the offset parameter.
Copyright © The Author(s). This is an open-access article distributed under the terms of the Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0).
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DOI: 10.24423/EngTrans.1254.20220314