Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-435
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dc.contributor.authorEligehausen, Rolfde
dc.contributor.authorOzbolt, Joskode
dc.date.accessioned2012-04-18de
dc.date.accessioned2016-03-31T07:19:43Z-
dc.date.available2012-04-18de
dc.date.available2016-03-31T07:19:43Z-
dc.date.issued1992de
dc.identifier.other369330994de
dc.identifier.urihttp://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72094de
dc.identifier.urihttp://elib.uni-stuttgart.de/handle/11682/452-
dc.identifier.urihttp://dx.doi.org/10.18419/opus-435-
dc.description.abstractThe 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.en
dc.language.isoende
dc.rightsinfo:eu-repo/semantics/openAccessde
dc.subject.classificationFinite-Elemente-Methode , Bruchmechanik , Size-Effektde
dc.subject.ddc624de
dc.titleSize effect in concrete structuresen
dc.typeconferenceObjectde
dc.date.updated2012-07-30de
ubs.fakultaetFakultät Bau- und Umweltingenieurwissenschaftende
ubs.institutInstitut für Werkstoffe im Bauwesende
ubs.opusid7209de
ubs.publikation.sourceCarpinteri, Alberto (Hrsg.): Applications of fracture mechanics to reinforced concrete. London : Elsevier Applied Science, 1992. - ISBN 1-85166-666-4, S. 17-44de
ubs.publikation.typKonferenzbeitragde
Appears in Collections:02 Fakultät Bau- und Umweltingenieurwissenschaften

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