NUMERICAL ANALYSIS OF THE DEFORMATION OF THE CORNER PART OF THE SLAB-COLUMN STRUCTURES


Abstract eng:
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.

Publisher:
Brno University of Technology- Institute of Solid Mechanics, Mechatronics and Biomechanics
Conference Title:
Conference Title:
Engineering Mechanics 2014
Conference Venue:
Svratka (CZ)
Conference Dates:
12/05/2014 - 15/05/2014
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-12-04, last modified 2014-12-04


Original version of the author's contribution as presented on CD, paper No. 170.:
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