In the present work reduced order models (ROM) that are independent from the full order finite element models (FOM) considering geometrical non linearities are developed and applied to the dynamic study of rotating structures. The structure is considered to present nonlinear vibrations around the pre-stressed equilibrium induced by rotation enhancing the classical linearised approach. The reduced nonlinear forces are represented by a polynomial expansion obtained by the Stiffness. Evaluation Procedure (STEP) and then corrected by means of an original procedure by means of a Proper Orthogonal Decomposition (POD) that filters the full order nonlinear forces before projection. The latter model is named STEP with Correction (StepC). Different t...
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
International audienceThis paper deals with the reduced order modeling of turbomachine bladed struct...
For repeated transient solutions of geometrically nonlinear structures the numerical effort often po...
In the present work reduced order models (ROMs) that are independent from the full order finite elem...
Dans le présent travail, des modèles d’ordre réduits (ROM) indépendant des modèles ́eléments finis ...
International audienceIn the present work reduced order models (ROM) that are independent from the f...
International audienceThe direct parametrisation method for invariant manifolds is a nonlinear reduc...
The direct parametrisation method for invariant manifolds is a nonlinear reduction technique which d...
International audienceThis paper investigates the use of different model reduction methods accountin...
Le désaccordage des roues aubagées est une thématique de recherche d’un intérêt tout particulier pou...
International audienceThis paper presents a reduced order method adapted to a nonlinear dynamic prob...
International audienceThis work concerns the numerical modeling of the vibrations of geometrically n...
When vibrating with large amplitudes, thin structures experience geometric nonlinearity due to the n...
In many applications, it is advantageous to achieve a thorough understanding of the dynamics of a co...
This thesis is part of work related to the problems of assembled structures. After an analysis and a...
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
International audienceThis paper deals with the reduced order modeling of turbomachine bladed struct...
For repeated transient solutions of geometrically nonlinear structures the numerical effort often po...
In the present work reduced order models (ROMs) that are independent from the full order finite elem...
Dans le présent travail, des modèles d’ordre réduits (ROM) indépendant des modèles ́eléments finis ...
International audienceIn the present work reduced order models (ROM) that are independent from the f...
International audienceThe direct parametrisation method for invariant manifolds is a nonlinear reduc...
The direct parametrisation method for invariant manifolds is a nonlinear reduction technique which d...
International audienceThis paper investigates the use of different model reduction methods accountin...
Le désaccordage des roues aubagées est une thématique de recherche d’un intérêt tout particulier pou...
International audienceThis paper presents a reduced order method adapted to a nonlinear dynamic prob...
International audienceThis work concerns the numerical modeling of the vibrations of geometrically n...
When vibrating with large amplitudes, thin structures experience geometric nonlinearity due to the n...
In many applications, it is advantageous to achieve a thorough understanding of the dynamics of a co...
This thesis is part of work related to the problems of assembled structures. After an analysis and a...
Cette thèse s'inscrit dans des travaux liés aux problématiques des structures assemblées. Après une ...
International audienceThis paper deals with the reduced order modeling of turbomachine bladed struct...
For repeated transient solutions of geometrically nonlinear structures the numerical effort often po...