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18. Stabilität von Stäben und Balken

  • 2019
  • OriginalPaper
  • Chapter
Published in:
Authors
Bernd Klein
Thomas Gänsicke
Published in
Leichtbau-Konstruktion
Publisher
Springer Fachmedien Wiesbaden

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Zusammenfassung

In vielen Strukturen sind Stäbe und Balken die hauptsächlichen Tragelemente. Das Tragverhalten der Gesamtstruktur ist dann oft durch das Instabilitätsverhalten [PFL 75] dieser meist dünnwandigen und schlanken Elemente gegeben. Zu den Instabilitätsfällen zählen im Wesentlichen Knicken, Kippen und Beulen, wobei Beulen speziell im nachfolgenden Kap. 19 behandelt werden soll. Bezüglich des Tragfähigkeitsnachweises in Stahlbaukonstruktionen ist hier die DIN EN 1993-1-1 maßgebend. In dieser wird anhand von Querschnittsklassen und Knicklinien der Schlankheitsgrad bestimmt und damit der Vergleich zwischen Belastung und Belastbarkeit ermittelt. Ob ein Stabilitätsnachweiserforderlich ist, kann mit folgender Formel überschlägig bestimmt werden:

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previous chapter Sandwichelemente
next chapter Beulen von Blechfeldern und Rohren
Title
Stabilität von Stäben und Balken
Authors
Bernd Klein
Thomas Gänsicke
Copyright Year
2019
Publisher
Springer Fachmedien Wiesbaden
Book
Leichtbau-Konstruktion

Print ISBN: 978-3-658-26845-9

Electronic ISBN: 978-3-658-26846-6

Copyright Year: 2019

DOI
https://doi.org/10.1007/978-3-658-26846-6_18
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