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A new approach for determining the load-bearing capacity of locally supported shells (2006)
Pasternak, H. ; Komann, Steffen
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.
A new design formula for determining the load-bearing capacity of locally supported shells (2006)
Pasternak, H. ; Komann, Steffen
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