Engineering Mechanics

Proceedings Vol. 9 (2003)

ENGINEERING MECHANICS 2003

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

 

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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