TRIAXIAL PLASTICITY BASED MODEL FOR CONCRETE
Abstract eng: 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.
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Brno
Conference Title:
Conference Title:
Engineering Mechanics 2008
Conference Venue:
Svratka (CZ)
Conference Dates:
2008-05-12 / 2008-05-15
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-13, last modified 2014-11-18
guest ::
