Abstract
A full-scale 34 m composite wind turbine blade was tested to failure under flap-wise loading. Local displacement measurement equipment was developed and displacements were recorded throughout the loading history. Ovalization of the load carrying box girder was measured in the full-scale test and simulated in non-linear FE-calculations. The non-linear Brazier effect is characterized by a crushing pressure which causes the ovalization. To capture this effect, non-linear FE-analyses at different scales were employed. A global non-linear FE-model of the entire blade was prepared and the boundaries to a more detailed sub-model were extracted. The FE-model was calibrated based on full-scale test measurements. Local displacement measurements helped identify the location of failure initiation which lead to catastrophic failure. Comparisons between measurements and FE-simulations showed that delamination of the outer skin was the initial failure mechanism followed by delamination buckling which then led to collapse.
| Original language | English |
|---|---|
| Pages (from-to) | 52-61 |
| Number of pages | 10 |
| Journal | Composite Structures |
| Volume | 76 |
| Issue number | 1-2 |
| DOIs | |
| Publication status | Published - 2006 |
| Externally published | Yes |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
Keywords
- Anticlastic effect Brazier effect Failure mechanism Non-linear finite element analysis Structural testing Sub-modelling Wind turbine blades Buckling Computer simulation Delamination Failure analysis Finite element method Structural loads Turbomachine blades blade finite element analysis mathematical model turbine Wind turbines
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