Tragverhalten von Betonplatten unter quasistatischer Belastung

Reinforced concrete, fibre concrete and composite plates have been experimentally examined in a blast-load simulator. The plates were subjected to static dynamic loads. The response of the plates were compared with calculations based on a one degree of freedom model and iso-damage-curves were developed. The experimental results show the advantages of fibre concrete and composite plates in comparison with reinforced concrete. With the large ductility and suppression of the scrabbing effects these plates are excellently suitable for dynamic loading.