Abstract
A constitutive model for concrete is presented which is formulated within the framework of incremental plasticity. The major improvement of the model is the stable and accurate algorithm which can be derived for tension, compression as well as tension-compression regimes. The analyses of shear-wall panels show that the composite plasticity model is well capable to describe the behavior of these type of structures.
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References
De Borst, R. and Nauta, P.: 1985, ‘Non-orthogonal cracks in a smeared finite element model’Engrg. Comput.Vol. no. 2, pp. 35–46
Rots, J.G.: 1988, ‘Computational modeling of concrete fracture’, Dissertation, Delft University of Technology, The Netherlands.
Wang, Q.B., Van Der Vorm, P.L.J. and Blaauwendraad, J.: 1990, ‘Failure of reinforced concrete panels. How accurate the models must be ?’, in:Computer Aided Analysis and Design of Concrete Structureseds. N. Biéaniéetal., Pineridge Press, pp. 153–163.
Kupfer, H.B. and Gerstle, K.H.: 1973, ‘Behavior of concrete under biaxial stresses’J. Engrg. Mech.Vol. no. 99(4), 853–866.
Bazant, Z.P. and Oh, B.H.: 1983, ‘Crack band theory for fracture of concrete’, Materials and Structures RILEM, Vol. no. 93(16), pp. 155–177.
CEB-FIP: 1990, ‘Model code 1990’, Bulletin d’information, CEB.
Vonk, R.A.: 1992, ‘Softening of concrete loaded in compression’, Dissertation, Eindhoven University of Technology, The Netherlands.
Feenstra, P.H., De Borst, R. and Rots, J.G.: 1994, ‘An energy-based composite plasticity model for concrete’, in:Computational modelling of concrete structureseds. H. Mangetal., Pineridge Press, pp. 83–92.
Maier, J. and Thürlimann, B.: 1985, ‘Bruchversuche an Stahlbetonscheiben’, Report 8003–1, Eidgenössische Technische Hochschule Zürich, Switzerland.
Feenstra, P.H.: 1993, ‘Computational aspects of biaxial stress in plain and reinforced concrete’, Dissertation, Delft University of Technology, The Netherlands.
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© 1994 Springer Science+Business Media Dordrecht
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Feenstra, P.H., De Borst, R., Rots, J.G. (1994). Analyses of Shear-Wall Panels With a Composite Plasticity Model. In: Kusters, G.M.A., Hendriks, M.A.N. (eds) DIANA Computational Mechanics ‘94. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1046-4_33
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DOI: https://doi.org/10.1007/978-94-011-1046-4_33
Publisher Name: Springer, Dordrecht
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