Explore
Ein Verbundmodell fuer Stahlbeton unter Beruecksichtigung der Betonschaedigung
Auer, Michael
2015
0 Ungluers have
Faved this Work
Login to Fave
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.
This book is included in DOAB.
Why read this book? Have your say.
You must be logged in to comment.