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- 2006 (4) (entfernen)
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- Beitrag zu einem Sammelband (2)
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Referierte Publikation
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Schlagworte
- Buckling (2)
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- Steel (2)
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- Cylindrical shells (1)
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- Longiudinal stiffeners (1)
Eingeladener Vortrag
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In practice usually thin-walled cylindrical silos are supported locally at the bottom rim of the shell. In this area a stress concentration may occur, which is responisble for buckling of the shell. In the currently applied codes, there is no information, how to analyze the load-bearing capacity of theselocally supported shells. In this paper, a new design formula is given for determining the load-bearing capacity.