UID:
edocfu_9959145715802883
Format:
1 electronic resource (xvii, 264 p. p.)
ISBN:
1-000-04486-6
Series Statement:
Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
Content:
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.
Note:
German
Additional Edition:
ISBN 3-7315-0316-6
Language:
German
