Ein Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung
Abstract
The 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.
Keywords
Verbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehkörper; bond in concrete / analytical bond model / pullout; push-in and tension tie specimen; Ausdrückkörper und DehnkörperISBN
9783731503163Publisher
KIT Scientific PublishingPublisher website
http://www.ksp.kit.edu/Publication date and place
2015Series
Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe,Classification
History of engineering and technology