Abstract
An analytical model capable of predicting the induced deformation due to the presence of bend-twist and stretch-twist elastic couplings in multi-cell closed thin walled beams with arbitrary cross-sections is presented.
For various structural and material configurations, the results obtained by the developed model are compared with the results of the finite element analysis.
It is shown that the developed analytical model provides reasonable accuracy in predicting induced twist.
The developed model is implemented in an aero-structure simulation environment for simulation of wind turbines utilising adaptive blades.
| Original language | English |
|---|---|
| Title of host publication | High Performance Structure and Materials VI |
| Editors | W. P. de Wilde, C. A. Brebbia, S. Hernandez |
| Place of Publication | Southampton, UK |
| Publisher | WIT Press |
| Pages | 13-26 |
| Number of pages | 528 |
| Volume | 124 |
| ISBN (Print) | 978-1845645960 |
| DOIs | |
| Publication status | Published - 2012 |
Publication series
| Name | WIT transactions on the built environment |
|---|---|
| Publisher | WIT Press |
| ISSN (Electronic) | 1746-4498 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
Keywords
- thin-walled beam
- multi-cell closed thin walled beams
- adaptive blades
- elastic coupling
- bending-twist coupling
- wind turbine composite blade
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