Abstract
The paper describes and compares selected failure and plasticity conditions of concrete. The CEB-FIB condition, the von Mises plasticity condition with modification for concrete and the Chen-Chen condition are studied. The conditions are compared in 2D and two of these conditions are also used for numerical analysis of a deep beam. The software BSA is chosen for the analysis in the paper. The software BSA is based on the finite element method.
Publisher
Trans Tech Publications, Ltd.
Reference13 articles.
1. A. C. T. Chen, W. F. Chen: Constitutive Relations for Concrete. Journal of the Engineering Mechanics Division, ASCE, (1975).
2. W. F. Chen: Plasticity in Reinforced Concrete. Mc. New York: Graw Hill, (1982).
3. CEB - FIP Model Code 1990: Design Code. by Comite Euro-International du Beton, Thomas Telford, 1993. ISBN: 978-0727716965.
4. H. Kupfer, H. K. Hilsdorf, H. Rüsch: Behaviour of Concrete Under Biaxial Stress, Journal ACI, Proc. V. 66, (1969), n. 8.
5. J. Kralik, J. Kralik: Seismic analysis of reinforced concrete frame-wall systems considering ductility effects in accordance to Eurocode, " Engineering structures, Vol. 31, (2009), Iss. 12, pp.2865-2872. ISSN 0141-0296.
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