Proceedings Vol. 14 (2008)
ENGINEERING MECHANICS 2008
May 12 – 15, 2008, Svratka, Czech Republic
Copyright © 2008 Institute of Thermomechanics, 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 134 - +7p., full text
This paper describes the development of nonlinear constitutive model for concrete and its implementation in finite element package OOFEM. The model uses non-associated plasticity formulation with corresponding hardening and softening laws. The application of the model is illustrated on nonlinear analysis of reinforced concrete column. Obtained results were compared to experimental data and to numerical analysis using micro-plane model.
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All papers were reviewed by members of the scientific committee.