Reduced-order models for geometrically nonlinear vibrations of thin structures
Creators
- Shen, Yichang
- Institut Polytechnique de Paris, Ecole doctorale no. 626 de l'Institut Polytechnique de Paris - Edipp, Ecole nationale superieure de techniques avancees, 91120 Palaiseau (France)
- EDF lab, Institut des Sciences de la mecanique et Applications industrielles - Imsia, UMR 9219, 828 bd des marechaux, 91762 Palaiseau cedex (France)
Description
When vibrating with large amplitudes, thin structures experience geometric nonlinearity due to the nonlinear relationship between strains and displacements. Because full-order nonlinear analysis on geometrically nonlinear models are computationally very expensive, the derivation of efficient reduced order models (ROMs) has always been a topic of interest. In this thesis, nonlinear reduction methods for building ROMs with geometric nonlinearity in the framework of the Finite Element (FE) procedure, are investigated. Three non-intrusive nonlinear reduction methods are specifically investigated and systematically compared. They are: implicit condensation and expansion (ICE), modal derivatives (MD), and the reduction to invariant manifold. Theoretical analysis shows that the first two methods can give reliable results only if a slow/fast assumption between slave and master coordinates holds. On the other hand, reduction to invariant manifolds allows proposing a simulation-free reduction method that can be applied without restricting assumptions on the frequencies of the slave modes. Numerical comparisons and numerous applications to continuous structures discretized with the FE procedure, are given subsequently. For application of the invariant manifold-based method, the computation is based on a direct application of the normal form to the physical space and hence to the nodes of the FE mesh, a method recently developed. The examples show the advantages and drawbacks of each reduction method when deriving ROM, and the results of the theoretical comparison are validated. Finally, the analysis of the dynamics of a system with 1:2 internal resonance and cubic nonlinearity is given in the last part of the thesis. The real normal form of the problem is first derived. Then the solution branches of the problem are investigated and compared to simpler solutions with the dynamics truncated at order two. The divergent behaviour of the hardening/softening characteristics for single mode reduction is investigated with this more complete model. (author)
Abstract (French)
Lorsqu'elles vibrent avec de grandes amplitudes, les structures minces montrent un comportement non lineaire geometrique, provenant de la relation non lineaire entre les deformations et les deplacements. Les analyses des systemes complets font appel a des calculs extremement couteux de telle sorte que l'etablissement de modeles d'ordre reduit efficaces est un sujet d'interet majeur pour le calcul predictif de vibrations de structures minces. Dans cette these, des methodes non lineaires de reduction de modele pour les structures discretisees par la methode des elements finis et comportant une non-linearite geometrique, sont etudiees. Trois methodes non intrusives sont plus particulierement examinees et systematiquement comparees: la methode de condensation implicite, la methode des derivees modales, et la reduction sur varietes invariantes du systeme. Les analyses theoriques montrent que les deux premieres methodes ne peuvent donner de resultats fiables que sous hypothese d'une separation spectrale entre les frequences propres des modes maitres et celles des modes esclaves. La methode de reduction sur varietes invariantes permet quant a elle d'avoir une methode directe, ne necessitant pas de pre-calculs, ni d'hypotheses prealables sur les frequences propres des modes esclaves, afin de fournir des resultats corrects. De nombreuses applications et de comparaisons numeriques sont montrees sur diverses structures discretisees avec la methode des elements finis. Pour appliquer la methode des varietes invariantes, une methode recemment developpee, permet de proposer un calcul direct de la forme normale du probleme, a partir de la base physique et donc des degres de liberte du maillage elements finis. Les exemples montrent clairement les avantages et inconvenients de chaque methode, validant aussi les resultats theoriques montres precedemment. Dans la derniere partie de la these, la dynamique non lineaire d'un systeme presentant une relation de resonance interne 1:2 est analysee, en tenant compte des termes cubiques. La forme normale reelle du probleme est d'abord etablie. Ensuite les branches de solution du probleme sont analysees et comparees avec celles du modele plus simple negligeant la nonlinearite cubique. Le comportement divergent observe lorsqu'on reduit le probleme a un seul mode et que l'on cherche a predire le comportement raidissant ou assouplissant, est ensuite etudie avec ce modele plus complet. (auteur)
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Additional details
Additional titles
- Original title (English)
- Modeles d'ordre reduit pour les vibrations non lineaires geometriques de structures minces
Publishing Information
- Imprint Pagination
- 217 p.
- Report number
- FRNC-TH--13970
INIS
- Country of Publication
- France
- Country of Input or Organization
- France
- INIS RN
- 54032258
- Subject category
- S42: ENGINEERING; S97: MATHEMATICAL METHODS AND COMPUTING;
- Resource subtype / Literary indicator
- Thesis
- Descriptors DEI
- AMPLITUDES; BENDING; BIFURCATION; DYNAMIC LOADS; EIGENFREQUENCY; ELASTICITY; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; FOUNDATIONS; MATHEMATICAL MANIFOLDS; MECHANICAL VIBRATIONS; NONLINEAR PROBLEMS; PLATES; RESONANCE; SHELLS; STRUCTURAL BEAMS
- Descriptors DEC
- CALCULATION METHODS; DEFORMATION; DIFFERENTIAL EQUATIONS; EQUATIONS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; MECHANICAL STRUCTURES; NUMERICAL SOLUTION; PARTIAL DIFFERENTIAL EQUATIONS; SUPPORTS
Optional Information
- Notes
- 103 refs.; Available from the INIS Liaison Officer for France, see the INIS website for current contact and E-mail addresses