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 |
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Title of host publication | High Performance Structures and Materials VI |
Subtitle of host publication | WIT Transactions on the Built Environment |
Editors | W.P. de Wilde, C.A. Brebbia, S. Hernandez |
Publisher | WIT Press |
Pages | 13-25 |
Number of pages | 13 |
Volume | 124 |
ISBN (Print) | 9781845645960 |
DOIs | |
Publication status | Published - 2012 |
Event | 6th International Conference on High Performance Structures and Materials, HPSM 2012 - New Forest, United Kingdom Duration: 19 Jun 2012 → 21 Jun 2012 |
Conference
Conference | 6th International Conference on High Performance Structures and Materials, HPSM 2012 |
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Country/Territory | United Kingdom |
City | New Forest |
Period | 19/06/12 → 21/06/12 |
Keywords
- Adaptive blades
- Bending-twist coupling
- Elastic coupling
- Multi-cell closed thin walled beams
- Thin-walled beam
- Wind turbine composite blade