Optimization of structural dynamic behaviour based on effective modal parameters

Sébastien Besset (1) , Louis Jézéquel (1)

1 LTDS - Laboratoire de Tribologie et Dynamique des Systèmes

Optimization of complex structures often leads to high calculation costs. Indeed, the structure has to be frequently reanalysed in order to update the optimization criteria. We propose an optimization method based on effective modal parameters. These parameters are close to the modal matrices used for the modal analysis of a structure. Thus, once the structure has been analysed, it becomes very easy to calculate optimization criteria. First, we will explain the modal analysis that we will use in this paper. A modal model will be used to analyse the hollow parts of the structure. The modal analysis of the whole structure will be performed using substructuring and 'double modal synthesis' proposed by Jezequel. Secondly, we will explain how to obtain effective modal parameters and their use for optimization. Finally, we will show the efficiency of these parameters through the optimization of a complex structure, using two types of optimization methods.

Mots clés: modal analysis; optimization; modal criteria

Domaines: Mécanique des structures [physics.class-ph]; Mécanique des structures [physics.class-ph]; Vibrations [physics.class-ph]; Vibrations [physics.class-ph]; Acoustique [physics.class-ph]; Acoustique [physics.class-ph]

Sébastien Besset, Louis Jézéquel. Optimization of structural dynamic behaviour based on effective modal parameters. International Journal for Numerical Methods in Engineering, 2007, 70 (5), pp.523-542. ⟨10.1002/nme.1890⟩. ⟨hal-00625128⟩