A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Untersuchungen zur Querkrafttragfähigkeit von querkraftbewehrten Elementen aus Porenbeton
Tests of reinforced autoclaved aerated concrete (AAC) beams show that the bearing capacity is limited by local failure of the anchorage of the stirrups. AAC is a brittle material with low stiffness and strength. Because is impossible to anchor the stirrups in the surrounding AAC only by bond, longitudinal bars welded to the stirrups are provided. The shear capacity can be estimated using a strut-and-tie model in combination with energy and deformation conditions.
Untersuchungen zur Querkrafttragfähigkeit von querkraftbewehrten Elementen aus Porenbeton
Tests of reinforced autoclaved aerated concrete (AAC) beams show that the bearing capacity is limited by local failure of the anchorage of the stirrups. AAC is a brittle material with low stiffness and strength. Because is impossible to anchor the stirrups in the surrounding AAC only by bond, longitudinal bars welded to the stirrups are provided. The shear capacity can be estimated using a strut-and-tie model in combination with energy and deformation conditions.
Untersuchungen zur Querkrafttragfähigkeit von querkraftbewehrten Elementen aus Porenbeton
[Elektronische Ressource]
2002
239 S. = 17.463 Kb
Theses
Electronic Resource
German
Zum Tragverhalten von gering querkraftbewehrten Stahlbetonbalken
| TIBKAT | 2017
Thermisch hygrische Untersuchungen an frischem Porenbeton
| Online Contents | 1997