Engineering Mechanics

International Conference

Proceedings Vol. 9 (2003)


May 11 – 15, 2003, Svratka, Czech Republic
Editors: Jiří Náprstek and Cyril Fischer

Copyright © 2003 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

ISBN 80-86246-18-3 (printed, Extended Abstracts)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

Numerical simulation of floor structure with clay units Hurdis
Vokáč M., Bouška P.
pages 378 - +6p., full text

FE numerical analysis of floor structure made from clay units HURDIS has proved that the stress state in support region, where failure occurs, is mainly influenced by six parameters: modulus of elasticity of concrete, modulus of elasticity of fired clay, shrinkage of concrete, moisture expansion of clay, thickness of concrete layer and thickness of webs of HURDIS plate. These parameters determine sensitivity of clay units in the floor structure to failure.

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All papers were reviewed by members of the scientific committee.

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