Details
| Original language | English |
|---|---|
| Title of host publication | Shell Structures |
| Subtitle of host publication | Theory and Applications - Proceedings of the 10th SSTA 2013 Conference |
| Pages | 559-562 |
| Number of pages | 4 |
| Publication status | Published - 2014 |
| Event | 10th Jubilee Conference on "Shell Structures: Theory and Applications", SSTA 2013 - Gdansk, Poland Duration: 16 Oct 2013 → 18 Oct 2013 |
Publication series
| Name | Shell Structures: Theory and Applications - Proceedings of the 10th SSTA 2013 Conference |
|---|---|
| Volume | 3 |
Abstract
Most commonly used substructures for offshore wind energy converters are facing serious reservations by approval authorities due to the noise emission of pile driving. This paper addresses the characteristics of numerically based assessment of shells for suction bucket foundations which are currently adapted to the offshore wind energy sector. Focus is laid on modelling of geometrical imperfections. The influence of pre-deformation shapes derived from static failure and from the first buckling eigenmode are compared and complemented by investigations on the influence of the imperfection amplitude.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Architecture
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Shell Structures: Theory and Applications - Proceedings of the 10th SSTA 2013 Conference. 2014. p. 559-562 (Shell Structures: Theory and Applications - Proceedings of the 10th SSTA 2013 Conference; Vol. 3).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Numerically based assessment of suction bucket foundation shells
AU - Schaumann, P.
AU - Gottschalk, M.
PY - 2014
Y1 - 2014
N2 - Most commonly used substructures for offshore wind energy converters are facing serious reservations by approval authorities due to the noise emission of pile driving. This paper addresses the characteristics of numerically based assessment of shells for suction bucket foundations which are currently adapted to the offshore wind energy sector. Focus is laid on modelling of geometrical imperfections. The influence of pre-deformation shapes derived from static failure and from the first buckling eigenmode are compared and complemented by investigations on the influence of the imperfection amplitude.
AB - Most commonly used substructures for offshore wind energy converters are facing serious reservations by approval authorities due to the noise emission of pile driving. This paper addresses the characteristics of numerically based assessment of shells for suction bucket foundations which are currently adapted to the offshore wind energy sector. Focus is laid on modelling of geometrical imperfections. The influence of pre-deformation shapes derived from static failure and from the first buckling eigenmode are compared and complemented by investigations on the influence of the imperfection amplitude.
UR - http://www.scopus.com/inward/record.url?scp=84886628412&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84886628412
SN - 9781138000827
T3 - Shell Structures: Theory and Applications - Proceedings of the 10th SSTA 2013 Conference
SP - 559
EP - 562
BT - Shell Structures
T2 - 10th Jubilee Conference on "Shell Structures: Theory and Applications", SSTA 2013
Y2 - 16 October 2013 through 18 October 2013
ER -