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dc.contributor.authorAuer, Michael*
dc.date.accessioned2021-02-11T12:12:40Z
dc.date.available2021-02-11T12:12:40Z
dc.date.issued2015*
dc.date.submitted2019-07-30 20:02:01*
dc.identifier35286*
dc.identifier.issn1869912X*
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/45969
dc.description.abstractThe reason for this research are the differences of the bond stress-slip relationships between pullout, push-in and tension tie specimen. A general admitted bond stress-slip law is developed which bases upon analytical consideration. The new developed bond stress-slip law considers the three-dimensional stress state of concrete in front of the rib of the reinforcing bar.*
dc.languageGerman*
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe*
dc.subjectTA1-2040*
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technologyen_US
dc.subject.otherVerbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehkörper*
dc.subject.otherbond in concrete / analytical bond model / pullout*
dc.subject.otherpush-in and tension tie specimen*
dc.subject.otherAusdrückkörper und Dehnkörper*
dc.titleEin Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung*
dc.typebook
oapen.identifier.doi10.5445/KSP/1000044866*
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2*
oapen.relation.isbn9783731503163*
oapen.pagesxvii, 264 p.*
oapen.volume75*
peerreview.review.typeFull text
peerreview.anonymityAll identities known
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.review.stagePre-publication
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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