Proceedings Vol. 12 (2006)
ENGINEERING MECHANICS 2006
NATIONAL CONFERENCE WITH INTERNATIONAL PARTICIPATION
May 15 – 18, 2006, Svratka, Czech Republic
;
May 15 – 18, 2006, Svratka, Czech Republic
Editors: Jiří Náprstek and Cyril Fischer
Copyright © 2006 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague
ISBN 80-86246-27-2 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
Solution of the beams on elastic foundation (deterministic and probabilistic approach)
K. Frydrýšek, L. Václavek
pages 70 - +11p., full text
pages 70 - +11p., full text
The subject of this paper is the analysis of elastically supported beams (beams on elastic Winkler's foundation). The real beams of finite length can be also solved via superposition principle using the linear combinations of solutions of two beams of unlimited (infinite) length. The application of deterministic and probabilistic reliability assessment was used in a result evaluation (deflection, stress and buckling).
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Text and facts may be copied and used freely, but credit should be given to these Proceedings.
All papers were reviewed by members of the scientific committee.
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