LoginProceedings Vol. 14 (2008)
ENGINEERING MECHANICS 2008
NATIONAL CONFERENCE WITH INTERNATIONAL PARTICIPATION
May 12 – 15, 2008, Svratka, Czech Republic
;
May 12 – 15, 2008, Svratka, Czech Republic
Editors: Vladimír Fuis and Michal Pásek
Copyright © 2008 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague
ISBN 978-80-87012-11-6 (printed)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
TRIAXIAL PLASTICITY BASED MODEL FOR CONCRETE
Krybus D., Patzák B.
pages 134 - +7p., full text
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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Text and facts may be copied and used freely, but credit should be given to these Proceedings.
All papers were reviewed by members of the scientific committee.
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