Abstract
The bucket foundation is an upcoming technology for offshore wind turbines. The bucket foundation is a large cylindrical monopod foundation constructed as a thin steel shell structure. A bucket foundation does not require heavy installation equipment since it is installed by suction forces. The combination of a thin shell structure and suction forces leads to the fact that instability, in form of buckling, becomes a crucial issue during installation. The hydrostatic buckling pressure of the bucket foundation is addressed using three-dimensional, non-linear finite element analysis. The results of the finite element analysis are compared with current standards for evaluating buckling loads.
Original language | English |
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Publication date | 2011 |
Number of pages | 1 |
Publication status | Published - 2011 |
Event | EWEA OFFSHORE 2011: Offshore - Amsterdam, Netherlands Duration: 29 Nov 2011 → 1 Dec 2011 |
Conference
Conference | EWEA OFFSHORE 2011 |
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Country/Territory | Netherlands |
City | Amsterdam |
Period | 29/11/2011 → 01/12/2011 |