The construction of onshore wind turbines has been increasing rapidly as the UK attempts to meet its renewable energy targets. As the UK’s future energy depends increasingly on wind farms, safety and security are critical to the success of this renewable energy source. Structural integrity of the tower and its components is a critical element of this security of supply. With the stochastic nature of the load regime, a bespoke structural health monitoring system is required to monitor the integrity of the concrete foundations supporting the tower. This paper presents an assessment of ‘embedded can’-style foundation failure modes in large onshore wind turbines and proposes a novel condition-based monitoring solution to aid in early warning of failure.
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November 2013
Research Article|
November 01 2013
Structural health monitoring for wind turbine foundations
Magnus Currie, MEng;
Magnus Currie, MEng
PhD student
EPSRC Wind Energy Systems CDT, Department of Electronic and Electrical Engineering, University of Strathclyde,
Glasgow, Scotland
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Mohamed Saafi, MSc, PhD;
Mohamed Saafi, MSc, PhD
Senior lecturer
Department of Civil Engineering, University of Strathclyde,
Glasgow, Scotland
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Christos Tachtatzis, MSc, PhD, MIET, MIEEE;
Christos Tachtatzis, MSc, PhD, MIET, MIEEE
Research fellow
Centre for Advanced Condition Monitoring, Department of Electronic and Electrical Engineering, University of Strathclyde,
Glasgow, Scotland
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Francis Quail, MPhil, PhD, CEng, FIMECHE, FIEI, FCMI
Francis Quail, MPhil, PhD, CEng, FIMECHE, FIEI, FCMI
Department of Mechanical Engineering, University of Strathclyde,
Glasgow, Scotland
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Publisher: Emerald Publishing
Received:
June 06 2012
Accepted:
February 01 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): 162–169.
Article history
Received:
June 06 2012
Accepted:
February 01 2013
Citation
Currie M, Saafi M, Tachtatzis C, Quail F (2013), "Structural health monitoring for wind turbine foundations". Proceedings of the Institution of Civil Engineers - Energy, Vol. 166 No. 4 pp. 162–169, doi: https://doi.org/10.1680/ener.12.00008
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