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...

Ausführliche Beschreibung

Gespeichert in:
1. Verfasser:
Auer, Michael
Format:
Elektronisch E-Book
Veröffentlicht:
[Verlagsort nicht ermittelbar] KIT Scientific Publishing 2015
Zusammenfassung:
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
Umfang:
1 electronic resource (xvii, 264 p. p.)
Anmerkungen:
GERMAN
ISBN:
9783731503163
Zugangseinschränkungen:
Open Access
Schlagworte:
Engineering (General). Civil engineering (General)
Links: