Imperial College London

DrAndrewWynn

Faculty of EngineeringDepartment of Aeronautics

Reader in Control and Optimization
 
 
 
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Contact

 

+44 (0)20 7594 5047a.wynn Website

 
 
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Location

 

340City and Guilds BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Artola:2021:10.1109/TAC.2021.3071326,
author = {Artola, M and Wynn, A and Palacios, R},
doi = {10.1109/TAC.2021.3071326},
journal = {IEEE Transactions on Automatic Control},
title = {Modal-based nonlinear model predictive control for 3D very flexible structures},
url = {http://dx.doi.org/10.1109/TAC.2021.3071326},
volume = {67},
year = {2021}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - In this paper a novel NMPC scheme is derived, which is tailored to the underlying structure of the intrinsic description of geometrically exact nonlinear beams (in which velocities and strains are primary variables). This is an important class of PDE models whose behaviour is fundamental to the performance of flexible structural systems (e.g., wind turbines, High-Altitude Long-Endurance aircraft). Furthermore, this class contains the much-studied Euler-Bernoulli and Timoshenko beam models, but has significant additional complexity (to capture 3D effects and arbitrarily large displacements) and requires explicit computation of rotations in the PDE dynamics to account for orientation-dependent forces such as gravity. A challenge presented by this formulation is that uncontrollable modes necessarily appear in any finite dimensional approximation to the PDE dynamics. We show, however, that an NMPC scheme can be constructed in which the error introduced by the uncontrollable modes can be explicitly controlled. Furthermore, in challenging numerical examples exhibiting considerable deformation and nonlinear effects, it is demonstrated that the asymptotic error can be made insignificant (from a practical perspective) usingour NMPC scheme and excellent performance is obtained evenwhen applied to a highly resolved numerical simulation of thePDEs. We also present a generalisation of Kelvin-Voigt dampingto the intrinsic description of geometrically-exact beams. Finally,special emphasis is placed on constructing a framework suitablefor real-time NMPC control, where the particular structure ofthe underlying PDEs is exploited to obtain both efficient finite-dimensional models and numerical schemes.
AU - Artola,M
AU - Wynn,A
AU - Palacios,R
DO - 10.1109/TAC.2021.3071326
PY - 2021///
SN - 0018-9286
TI - Modal-based nonlinear model predictive control for 3D very flexible structures
T2 - IEEE Transactions on Automatic Control
UR - http://dx.doi.org/10.1109/TAC.2021.3071326
UR - https://ieeexplore.ieee.org/document/9397328
UR - http://hdl.handle.net/10044/1/89180
VL - 67
ER -