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The model has been experimentally verified by means of modal analyses and operational accelerations.
Vibration transmission through structural connections is modelled in a deterministic way by means of modal analysis.
The model is simplified to a continuous isotropic plate, and is investigated by means of modal analysis.
Modal displacements and velocities required for feedback are extracted from sensor measurements by means of modal filters.
The structural dynamic behaviour has been numerically simulated and experimentally verified by means of modal testing on two different composite aerospace structures.
On the one hand, the analytic solution is reached by means of modal superposition by two different ways: with and without internal variables.
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Modalization can be expressed by means of Finite modal operators, modal Adjuncts or both.
Unlike most of the existing numerical or experimental techniques, the approach uses uncoupled plate modal information and treats substructure by means of averaged modal impedances.
The main contributions of this work include: (1) By means of the modal test in field measurements and the finite element modal analysis, the natural dynamic properties of the trough solar collector can be obtained.
Next the computation of the system response is proposed, by means of the modal contribution functions (MCF) superposition method.
Moreover, the six-degree freedom dynamic equations are solved with static aeroelastic equations by means of the modal approach.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com