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Elastic-Plastic Modelling of Reinforced Concrete Beam: Implementation and Comparison With the Experiment

Oldrich Sucharda, Jiri Brozovsky
Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series
2011, Volume 11, Issue 1, Pages 114-122
Doi: 10.2478/v10160-011-0014-y
The paper deals with the finite element method analysis of the reinforced concrete beam. Within the analysis a non-linear behaviour of concrete is considered. The constitutive model of concrete is based on the elastic-plastic behaviour. Reinforcement is modeled as smeared. The article also includes a comparison of the numerical calculations with the experiment. For the calculation, BSA software was used.
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