In offshore wind turbines grouted connections are generally used to install a transition piece between the steel tower and the monopile foundation. The transition piece is plugged on to the monopile, aligned vertically and the annulus in between is filled with high-strength grout. During service operations unexpected settlement of the transition piece has been observed at several wind turbines. The serious findings have called for additional, extensive numerical analyses for the detailed design of the London Array offshore wind farm. The advanced non-linear finite-element analyses provide a more detailed insight into the structural behaviour of grouted connections. Important effects and a possible mechanism for the settlement at existing wind turbines are detected. The previous practice of designing separately for bending moment and transverse force on the one hand and axial force and torsion on the other hand leads, among other things, to the overestimation of capacity. The interaction has to be taken into account.
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November 2013
Research Article|
November 01 2013
Analysis of grouted connections for offshore wind turbines Available to Purchase
Thomas Löhning, PhD;
Thomas Löhning, PhD
Specialist
COWI A/S,
Kongens Lyngby, Denmark
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Marc Voßbeck, PhD;
Marc Voßbeck, PhD
Specialist
IMS Ingenieurgesellschaft mbH,
Hamburg, Germany
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Martin Kelm, PhD
Martin Kelm, PhD
Project Manager
IMS Ingenieurgesellschaft mbH,
Hamburg, Germany
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Publisher: Emerald Publishing
Received:
June 06 2012
Accepted:
February 07 2013
Online ISSN: 1751-4231
Print ISSN: 1751-4223
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Energy (2013) 166 (4): 153–161.
Article history
Received:
June 06 2012
Accepted:
February 07 2013
Citation
Löhning T, Voßbeck M, Kelm M (2013), "Analysis of grouted connections for offshore wind turbines". Proceedings of the Institution of Civil Engineers - Energy, Vol. 166 No. 4 pp. 153–161, doi: https://doi.org/10.1680/ener.12.00009
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