Computer simulation of anchoring technique in reinforced concrete beams

dc.contributor.authorCervenka, Vladimirde
dc.contributor.authorPukl, Radomirde
dc.contributor.authorEligehausen, Rolfde
dc.date.accessioned2012-04-18de
dc.date.accessioned2016-03-31T07:19:38Z
dc.date.available2012-04-18de
dc.date.available2016-03-31T07:19:38Z
dc.date.issued1990de
dc.description.abstractThe load transfer in reinforced concrete structures by means of anchoring elements is very common in modern concrete technology. Anchoring elements are often inserted in the bottom surface of a structure and the load is transfered by tensile action of the concrete. In case of shear failure, the anchores are located in the most exposed tensile zone of beams. The shear failure can be thus influenced by anchoring elements. This effect was analysed by means of the finite element program SBETA, which is based on the nonlinear-elastic constitutive model. The comparison with experiments for several loading configurations was made. In the second part a computer simulation of similar experiments was conducted.en
dc.identifier.other369712722de
dc.identifier.urihttp://nbn-resolving.de/urn:nbn:de:bsz:93-opus-71842de
dc.identifier.urihttp://elib.uni-stuttgart.de/handle/11682/434
dc.identifier.urihttp://dx.doi.org/10.18419/opus-417
dc.language.isoende
dc.rightsinfo:eu-repo/semantics/openAccessde
dc.subject.classificationComputersimulation , Anker <Bauwesen>de
dc.subject.ddc624de
dc.titleComputer simulation of anchoring technique in reinforced concrete beamsen
dc.typeconferenceObjectde
ubs.fakultaetFakultät Bau- und Umweltingenieurwissenschaftende
ubs.fakultaetFakultätsübergreifend / Sonstige Einrichtungde
ubs.institutInstitut für Werkstoffe im Bauwesende
ubs.institutSonstige Einrichtungde
ubs.opusid7184de
ubs.publikation.sourceBicanic, Nenad (Hrsg.): Computer aided analysis and design of concrete structures. Vol. 1. Swansea : Pineridge Press, 1990. - ISBN 0-906674-74-3, S. 1-19de
ubs.publikation.typKonferenzbeitragde

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