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dc.contributor.authorEligehausen, Rolfde
dc.contributor.authorLanger, Peterde
dc.date.accessioned2012-04-23de
dc.date.accessioned2016-03-31T07:19:45Z-
dc.date.available2012-04-23de
dc.date.available2016-03-31T07:19:45Z-
dc.date.issued1987de
dc.identifier.other370275128de
dc.identifier.urihttp://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72703de
dc.identifier.urihttp://elib.uni-stuttgart.de/handle/11682/462-
dc.identifier.urihttp://dx.doi.org/10.18419/opus-445-
dc.description.abstractAccording to experimental and analytical studies, the shape of the stress-strain curve in the inelastic range has a significant influence on the rotation capacity of plastic hinges. The ductility of modern cold-worked reinforcing steel may be rather small, resulting in low values for the plastic rotation capacity. Therefore it is proposed to classify reinforcing steel in two groups: Type 1: Steel with high ductility Type 2: Steel with reduced ductility In the region of splices by overlapping, mechanical devices or welding, the average steel strains are rather small (often below the yield strain). Therefore it is proposed that splicing of the reinforcement by any type of splice is not allowed in the region where the formation of plastic hinges is anticipated in the analysis. Because of its importance for the plastic rotation capacity and the possible degree of moment redistribution, it must be possible to distinguish the type of steel (type 1 or type 2) clearly and easily on site, e.g. by different rib patterns.en
dc.language.isoende
dc.rightsinfo:eu-repo/semantics/openAccessde
dc.subject.classificationStahlbetonbau , Tragverhalten , Bruchmechanik , Rotationsfähigkeitde
dc.subject.ddc624de
dc.titleRotation capacity of plastic hinges and allowable degree of moment redistributionen
dc.typeconferenceObjectde
ubs.fakultaetFakultät Bau- und Umweltingenieurwissenschaftende
ubs.institutInstitut für Werkstoffe im Bauwesende
ubs.opusid7270de
ubs.publikation.sourceSummary and analysis of observations concerning the revision of the CEB/FIP Model code 1978 with discussion documents on new or revised. Part B. Lausanne, 1987 (Bulletin d'information / CEB 176), S. 7.9-7.42de
ubs.publikation.typKonferenzbeitragde
Enthalten in den Sammlungen:02 Fakultät Bau- und Umweltingenieurwissenschaften

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