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
Main Author: Auer, Michael (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2015
Series:Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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Online Access:DOAB: download the publication
DOAB: description of the publication
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245 1 0 |a Ein Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung 
260 |b KIT Scientific Publishing  |c 2015 
300 |a 1 electronic resource (xvii, 264 p. p.) 
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506 0 |a Open Access  |2 star  |f Unrestricted online access 
520 |a 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. 
540 |a Creative Commons  |f https://creativecommons.org/licenses/by-sa/4.0/  |2 cc  |4 https://creativecommons.org/licenses/by-sa/4.0/ 
546 |a German 
650 7 |a History of engineering & technology  |2 bicssc 
653 |a Verbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehkörper 
653 |a bond in concrete / analytical bond model / pullout 
653 |a push-in and tension tie specimen 
653 |a Ausdrückkörper und Dehnkörper 
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