Concrete and reinforced concrete plane structures subjected to highly dynamic loads (2008)
Landmann, F., Greulich, S., Keuser, M., Mangering, I., Mayrhofer, C., Schuler, H.
A note on the Near Flat Limit for strings in the Maldacena-Nunez background (2007)
Kreuzer, M., Mayrhofer, C., Rashkov, R. C.
Recently Maldacena and Swanson suggested a new limit of string theory on the $AdS_5\times S^5$ background, the so called near flat space limit. The resulting reduced theory interpolates between the...
Splitterschutz mit optischer und thermischer Funktionalitaet (2007)
Kuhn, T., Mayrhofer, C., Frick, J., Hermann, M., Wienold, J., Wittwer, V.
WO 2007090632 A1 UPAB: 20070914 NOVELTY - The splinter protection arrangement is designed to be stable under the effect of high pressure forces. It contains a number of parallel rods (33) that are...
Sicherheitswand zur explosionsgeschuetzten Begrenzung von Raeumen (2007)
DE 102007023908 A1 UPAB: 20090114 NOVELTY - A safety wall to protect rooms against explosions has a wall element (3) fitted inside a blast proof frame (2) via fittings and hinges to enable the panel...
Schuler, H., Mayrhofer, C., Thoma, K.
To study the behavior of concrete under dynamic loads, a Hopkinson-Bar was set up and used. Cylindrical concrete specimens were positioned at the end of the incident bar and the spall event was...
Flächentragwerke aus Beton und Stahlbeton unter hochdynamischen Lasten (2006)
Mayrhofer, C., Landmann, F., Greulich, S., Keuser, M., Mangerig, I., Schuler, H.
Gussformteil aus einem Verguss-Werkstoff (2003)
Trickes, N., Gallenmueller, M., Mayrhofer, C.
DE 10137720 A UPAB: 20040305 NOVELTY - Cast molded part comprises fiber residues, chopped fibers, grain residues or straw-like residues made from maize, material mixtures containing calcite, gypsum,...
Reinforced masonry walls under blast loading (2002)
Masonry walls change brittleness and gain ductility with reinforcement in the bed joint. The dynamic force enhancement increase by a factor of 4 in comparison to unreinforced brickwork. Reinforced...
Reinforced Masonry Walls Under Blast Loading (1997)
Masonry walls change brittleness and gain ductility with reinforcement in the bed joint. The dynamic force enhancement is more than a factor of 4 compared to unreinforced brickwork. Reinforced...
Internal Blast Load on Walls 1:4 Scale Experiments for Dipole East (1995)
A test setup was constructed to simulate Dipole East test conditions at 1:4 scale. At internal detonation the distribution of pressure - time histories on internal walls was measured and compared to...
Response of Reinforced SIFCON-Slabs Under Blast-Loading (1994)
The response of "reinforced SIFCON"-slabs under static and dynamic loading conditions was experimentally investigated. The bending capacity was determined and iso-damage curves in p-J-diagrams were...
Gemauerte Wände mit Bewehrung unter Druckstoßbelastung (1992)
The aim of the investigation was the behaviour of walls under blast-loading. Reinforced masonry walls were subjected to static and dynamic loads. With steel bars in the bed joint a ductil behaviour...
Tragverhalten von bewehrtem Mauerwerk bei wandnormaler Belastung (1991)
The determination of the behaviour of reinforced masonry under blast-load was carried through with static and dynamic load tests. The results show, that the response of masonry walls and bed joint...
Experimentelle Untersuchungen zum dynamischen Tragverhalten von Sonderfaserbeton - SIFCON (1991)
SIFCON and fibre concretes with large amount of fibres were tested at dynamic loading. An remarkable increase in toughness and ductility were found. In comparison to plain concrete, fibre concrete...
Tragverhalten von Betonplatten unter quasistatischer Belastung (1990)
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...
Fibre concrete and composite plates have been experimentally examined in a blast-load simulator. The plates were subjected to static and dynamic loads. The response of the plate was compared with...