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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| Main Author: | |
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| Format: | Electronic Book Chapter |
| Published: |
KIT Scientific Publishing
2015
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| Series: | Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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| Subjects: | |
| Online Access: | DOAB: download the publication DOAB: description of the publication |
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| 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. |
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| Physical Description: | 1 electronic resource (xvii, 264 p. p.) |
| ISBN: | KSP/1000044866 9783731503163 |
| Access: | Open Access |