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11. Biegung offener Profilstäbe

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

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Zusammenfassung

Zuvor ist die Torsion als kritisch für dünnwandige Profile herausgestellt worden. In vielen Anwendungen unterliegen offene, dünnwandige Profile aber einer Längs- und/oder Biege-spannung [HIB 06], weshalb auch hierfür eindeutige Auslegungskriterien existieren müssen.

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previous chapter Torsion von Profilstäben
next chapter Schubwandträger-Profile
Title
Biegung offener Profilstäbe
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_11
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