Analysis of shear-wall panels with a composite plasticity model

P.H. Feenstra, R. Borst, de, J.G. Rots

Research output: Chapter in Book/Report/Conference proceedingChapterAcademic

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.
Original languageEnglish
Title of host publicationDIANA Computational mechanics '94
EditorsGer M.A. Kusters, M.A.N. Hendriks
Place of PublicationDordrecht
PublisherKluwer Academic Publishers
Pages349-358
Number of pages405
ISBN (Print)0-7923-3104-4
Publication statusPublished - 1994

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