期刊论文详细信息
RENEWABLE ENERGY 卷:83
Structural integrity monitoring of onshore wind turbine concrete foundations
Article
Currie, Magnus1  Saafi, Mohamed2  Tachtatzis, Christos3  Quail, Francis4 
[1] EDP Renewables Ltd, Edinburgh EH2 2BY, Midlothian, Scotland
[2] Univ Lancaster, Dept Engn, Lancaster LA1 4YR, England
[3] Univ Strathclyde, Dept Elect & Elect Engn, Glasgow G1 1XW, Lanark, Scotland
[4] Aramco Technol Off, Aberdeen AB32 6FE, Scotland
关键词: Onshore wind turbine;    Concrete foundations;    Forensic investigation;    Structural integrity;    Monitoring;   
DOI  :  10.1016/j.renene.2015.05.006
来源: Elsevier
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【 摘 要 】

Signs of damage around the bottom flange of the embedded ring were identified in a large number of existing onshore concrete foundations. As a result, the embedded ring experienced excessive vertical displacement. A wireless structural integrity monitoring (SIM) technique was developed and installed in the field to monitor the stability of these turbines by measuring the displacement patterns and subsequently alerting any significant movements of the embedded ring. This was achieved by using wireless displacement sensors located in the bottom of the turbine. A wind turbine was used as a test bed to evaluate the performance of the SIM system under field operating conditions. The results obtained from the sensors and supervisory control and data acquisition (SCADA) showed that the embedded ring exhibited significant vertical movement especially during periods of turbulent wind speed and during shut down and start up events. The measured displacement was variable around the circumference of the foundation as a result of the wind direction and the rotor uplift forces. The excessive vertical movement was observed in the side where the rotor is rotating upwards. The field test demonstrated that the SIM technique offers great potential for improving the reliability and safety of wind turbine foundations. (C) 2015 Elsevier Ltd. All rights reserved.

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