Engineering Mechanics

International Conference

Proceedings Vol. 15 (2009)


May 11 – 14, 2009, Svratka, Czech Republic
Editors: Jiří Náprstek and Cyril Fischer

Copyright © 2009 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

ISBN 978-80-86246-35-2 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Analysis of continous rail on railway bridge
M. Mrózek, M. Braťka, O. Plášek, V. Salajka
pages 889 - 897, full text

Presented paper deals with effect of thermal load applied on the railway bridge and continous rail. Both bridge and rail are curved. Curvature of rail causes transversal displacement which results in modification of normal forces. Problem can be analysed with different attitudes. Analytical solution consist in numerical solution of system of differential equations. Interaction between railway bridge and ballast is difficult to be concerned. Finite element analysis reflects curvature of rail and railway bridge. Interaction between bridge and ballast is transmitted by contacts. FEM model of a bridge was prepared in software ANSYS Analytical and FEM solution is shown. Results are shown in figures and graphs.

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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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