Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-421
Authors: Cervenka, Vladimir
Pukl, Radomir
Eligehausen, Rolf
Title: Post-processing tools for nonlinear fe analysis of concrete structures
Issue Date: 1990
metadata.ubs.publikation.typ: Konferenzbeitrag
metadata.ubs.publikation.source: Zarka, Joseph (Hrsg.): Struceng and Femcad : Structural engineering and optimization. Gournay-sur-Marne, France, 1990. - ISBN 2-907669-14-1, S. 281-286
URI: http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-71884
http://elib.uni-stuttgart.de/handle/11682/438
http://dx.doi.org/10.18419/opus-421
Abstract: Finite clement analysis of the cracking process in concrete structures brings new requirements for the post-processing environment. Crack direction and location are important for identification of the failure mode. The problem have been solved in the finite element program SBETA which was developed by the authors for simulation of the failure processes in reinforced concrete structures. The post-processing system creates the graphical images of crack patterns. Graphical sequences for simulation can be generated.
Appears in Collections:02 Fakultät Bau- und Umweltingenieurwissenschaften

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