Ein Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung

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-dimensi...

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Bibliographic Details
Other Authors: Auer, Michael (auth)
Format: eBook
Language:Alemán
Published: KIT Scientific Publishing 2015
Series:Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
Subjects:
See on Biblioteca Universitat Ramon Llull:https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009423452906719
Description
Summary: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.
Physical Description:1 electronic resource (xvii, 264 p. p.)
ISBN:9781000044867