A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Zur Frage der Dauerschwingfestigkeit von Betonstaehlen im einbetonierten Zustand
Problem of alternating fatigue strength of reinforcing steels as embedded in concrete was investigated under variety of stresses in series of tests on plain and ribbed reinforcing rods before and after embedment; it is shown that difference between fatigue strength of free steels and embedded steels depends on bond between steel and concrete, which is considerably stronger in case of ribbed steels; other conclusions.
Zur Frage der Dauerschwingfestigkeit von Betonstaehlen im einbetonierten Zustand
Problem of alternating fatigue strength of reinforcing steels as embedded in concrete was investigated under variety of stresses in series of tests on plain and ribbed reinforcing rods before and after embedment; it is shown that difference between fatigue strength of free steels and embedded steels depends on bond between steel and concrete, which is considerably stronger in case of ribbed steels; other conclusions.
Zur Frage der Dauerschwingfestigkeit von Betonstaehlen im einbetonierten Zustand
Zur Frage der Dauerschwingfestigkeit von Betonstaehlen im einbetonierten Zustand
Wascheidt, H. (author)
1966
21 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Dauerschwingfestigkeit von Betonstählen im einbetonierten Zustand
| UB Braunschweig | 1968
Ermüdungsfestigkeit der Spannstähle einer Autobahnbrücke von 1957 im einbetonierten Zustand
| Online Contents | 2012
Elektrogasschweissen von betonstaehlen
| Tema Archive | 1970