Wind and Structures

  • 제21권6호
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  • Pages.693-707
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  • 2015
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Vibration-based structural health monitoring for offshore wind turbines - Experimental validation of stochastic subspace algorithms

  • 투고 : 2015.12.03
  • 심사 : 2015.12.09
  • 발행 : 2015.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The efficiency of wind turbines (WT) is primarily reflected in their ability to generate electricity at any time. Downtimes of WTs due to "conventional" inspections are cost-intensive and undesirable for investors. For this reason, there is a need for structural health monitoring (SHM) systems, to enable service and maintenance on demand and to increase the inspection intervals. In general, monitoring increases the cost effectiveness of WTs. This publication concentrates on the application of two vibration-based SHM algorithms for stability and structural change monitoring of offshore WTs. Only data driven, output-only algorithms based on stochastic subspace identification (SSI) in time domain are considered. The centerpiece of this paper deals with the rough mathematical description of the dynamic behavior of offshore WTs and with the basic presentation of stochastic subspace-based algorithms and their application to these structures. Due to the early stage of the industrial application of SHM on offshore WT on the one side and the required confidentiality to the plant manufacturer and operator on the other side, up to now it is not possible to analyze different isolated structural damages resp. changes in a systematic manner, directly by means of in-situ measurement and to make these "acknowledgements" publicly available. For this reason, the sensitivity of the methods for monitoring purposes are demonstrated through their application on long time measurements from a 1:10 large scale test rig of an offshore WT under different conditions: undamaged, different levels of loosened bolt connections between tower parts, different levels of fouling, scouring and structure inclination. The limitation and further requirements for the approaches and their applicability on real foundations are discussed along the paper.

키워드

과제정보

연구 과제 주관 기관 : German Federal Ministry for Economic Affairs and Energy

참고문헌

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피인용 문헌

  1. Fatigue Crack Detection for Lifetime Extension of Monopile-based Offshore Wind Turbines vol.137, 2017, https://doi.org/10.1016/j.egypro.2017.10.341
  2. Probabilistischer Ansatz zur Detektion von Strukturveränderungen an Monopile‐Gründungsstrukturen mit Messdaten aus einem Structural Health Monitoring System vol.89, pp.6, 2015, https://doi.org/10.1002/stab.202000018