Abstract
With the development of renewable energy, wind power became a reliable solution. The inverse finite element method (iFEM) achieved shape sensing of wind turbine towers based on finite strain data, which demonstrated significant potential for applications in real-time structural health monitoring (SHM). However, in practical engineering, the implementation of the measurement method with double-sided strain placement presented certain challenges that were difficult to overcome. A single-sided four-node quadrilateral inverse shell element method with coupled functional (iQS4_S_C) was proposed based on the coupling relationship between single-sided measured strain, membrane strain, and bending strain. The method was employed for shape sensing of a wind turbine tower to enable efficient monitoring under single-sided measurement conditions. An improved method with reduced sensor placement (iQS4_S_C_R) was introduced to optimize sensor placement schemes and still achieved effective shape sensing with fewer strain sensors. The sensing results based on virtual strain measurement indicated that the iQS4_S_C method exhibited excellent performance in shape sensing and demonstrated strong robustness. For the critical node at the top of the tower, the average error of the iQS4_S_C method under noise-free condition was 1.95 %, and under a 20 dB signal-to-noise ratio (SNR), no significant increase was observed, with the error remaining approximately 1.95 %. The robustness of iQS4_S_C_R was also superior to that of iQS4.
| Original language | English |
|---|---|
| Article number | 113577 |
| Journal | Thin-Walled Structures |
| Volume | 215 |
| DOIs | |
| State | Published - Oct 2025 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
Keywords
- Inverse finite element method (iFEM)
- Shape sensing
- Single-Sided inverse shell element method with coupled functional (iQS4_S_C)
- Structural health monitoring (SHM)
- Wind turbine tower
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