Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Anchorage to concrete
Summarizing it can be said that material models based on plasticity and stress-strain relationships together with stress criteria indicating failure do not catch all aspects of anchor behavior as observed in experiments. Furthermore the predicted failure load depends on the element size and number of load steps. A better explanation of anchorage behavior can be expected by means of fracture mechanics.
Anchorage to concrete
Summarizing it can be said that material models based on plasticity and stress-strain relationships together with stress criteria indicating failure do not catch all aspects of anchor behavior as observed in experiments. Furthermore the predicted failure load depends on the element size and number of load steps. A better explanation of anchorage behavior can be expected by means of fracture mechanics.
Anchorage to concrete
Eligehausen, Rolf (Autor:in) / Sawade, Gottfried (Autor:in) / Universität Stuttgart (Gastgebende Institution)
1989
Sonstige
Elektronische Ressource
Englisch
DDC:
624
TIBKAT | 1975
|TIBKAT | 1987
|Anchorage in concrete construction
UB Braunschweig | 2006
|Anchorage in concrete construction
UB Braunschweig | 2006
|Anchorage in concrete construction
TIBKAT | 2006
|