Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-435
Authors: Eligehausen, Rolf
Ozbolt, Josko
Title: Size effect in concrete structures
Issue Date: 1992
metadata.ubs.publikation.typ: Konferenzbeitrag
metadata.ubs.publikation.source: Carpinteri, Alberto (Hrsg.): Applications of fracture mechanics to reinforced concrete. London : Elsevier Applied Science, 1992. - ISBN 1-85166-666-4, S. 17-44
URI: http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72094
http://elib.uni-stuttgart.de/handle/11682/452
http://dx.doi.org/10.18419/opus-435
Abstract: The size effect for notched-tension specimens, three-point bend specimens, pull-out headed anchor specimens and beams loaded in torsion are calculated using a 2D and 3D finite element program. The program is based on the nonlocal microplane model. The calculated failure loads are compared with previously obtained experimental results. Test results and calculated data are compared with the recently proposed size effect law. Results of tests and analysis exhibit significant size effect that should be taken into account in design practice. It is demonstrated that the nonlocal microplane model used in a 2D and 3D finite element code can correctly predict failure loads for similar specimens of different sizes.
Appears in Collections:02 Fakultät Bau- und Umweltingenieurwissenschaften

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