000003771 001__ 3771
000003771 005__ 20141118153347.0
000003771 04107 $$acze
000003771 046__ $$k2008-05-12
000003771 100__ $$aKrybus, D.
000003771 24500 $$aTRIAXIAL PLASTICITY BASED MODEL FOR CONCRETE

000003771 24630 $$n14$$pEngineering Mechanics 2008
000003771 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003771 506__ $$arestricted
000003771 520__ $$2eng$$aThis 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.

000003771 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003771 653__ $$a

000003771 7112_ $$aEngineering Mechanics 2008$$cSvratka (CZ)$$d2008-05-12 / 2008-05-15$$gEM2008
000003771 720__ $$aKrybus, D.$$iPatzák, B.
000003771 8560_ $$ffischerc@itam.cas.cz
000003771 8564_ $$s597116$$uhttps://invenio.itam.cas.cz/record/3771/files/Krybus_FT.pdf$$y
             Original version of the author's contribution as presented on CD, , page 483.
            
000003771 962__ $$r3717
000003771 980__ $$aPAPER