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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.

Verbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehkörper --- bond in concrete / analytical bond model / pullout --- push-in and tension tie specimen --- Ausdrückkörper und Dehnkörper