Proceedings Vol. 20 (2014)
ENGINEERING MECHANICS 2014
May 12 – 15, 2014, Svratka, Czech Republic
Copyright © 2014 Brno University of Technology Institute of Solid Mechanics, Mechatronics and Biomechanics
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 765 - 768, full text
The paper resents the results of a numerical analysis of the corner part of a slab-column structure performed on the scale 1:2. The analysis is based on laboratory tests of a reinforced concrete slab with dimensions of 4000 × 4000 × 100 mm. The aim of the performed calculations was to illustrate the observed phenomena and to provide more detailed information concerning them. The results of calculations have been compared with the results obtained in the course of laboratory investigations.
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