Proceedings Vol. 9 (2003)
ENGINEERING MECHANICS 2003
May 11 – 15, 2003, Svratka, Czech Republic
Copyright © 2003 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
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.
back to list of papers
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.