In this thesis, I examine filtering based stabilization methods to design new regularized reduced order models (ROMs) for under-resolved simulations of unsteady, nonlinear, convection-dominated systems. The new ROMs proposed are variable delta filtering applied to the evolve-filter-relax ROM (V-EFR ROM), variable delta filtering applied to the Leray ROM, and approximate deconvolution Leray ROM (ADL-ROM). They are tested in the numerical setting of Burgers equation, a nonlinear, time dependent problem with one spatial dimension. Regularization is considered for the low viscosity, convection dominated setting. / Master of Science / Numerical solutions of partial differential equations may not be able to be efficiently computed in a way that fully captures the true behavior of the underlying model or differential equation, especially if significant changes in the solution to the differential equation occur over a very small spatial area. In this case, non-physical numerical artifacts may appear in the computed solution. We discuss methods of treating these calculations with a goal of improving the fidelity of numerical solutions with respect to the original model.

An optimal solution of vortex-induced vibrations of structures would be a time-domain numerical simulation that simultaneously solves the fluid flow and structural response. Yet, the requirements in terms of computing power remains a major obstacle for implementing such a simulation. On the other hand, lower- or reduced-order models provide an alternative for determining structural response to forcing by fluid flow. The objective of this thesis is to provide a consistent approach for the development of reduced-order models for the lift and drag on oscillating cylinders and the identification of their parameters. Amplitudes and phases of higher-order spectral moments of the lift and drag coefficients data are combined with approximate solutions of the representative models to determine their parameters. The results show that the amplitude and phase of the trispectrum could be used to model the lift on the oscillating cylinder under different excitation conditions. Moreover, the amplitude and phase of the cross-bispectrum could be used to establish the lift-drag relation for oscillating cylinders. A forced van der Pol equation is used to represent the lift on a transversely oscillating cylinder, and a parametrically excited van der Pol equation is used to model the lift coefficient on an inline oscillating cylinder. All cases of excitations lead to close values for the damping and nonlinear parameters in the van der Pol equation. Consequently, and as shown in this thesis, different excitation cases could be used to identify the parameters in the governing equations. Moreover, the results show that the drag coefficient could be derived from the lift coefficient through a square relation that takes into account the effects of the forced motions. / Ph. D.

Risers são tubos que transportam fluidos do fundo do mar até as plataformas flutuantes e vice-versa. Diversas configurações e materiais são utilizados, porém apenas os steel catenary risers (SCR) são estudados neste trabalho. Os risers são estruturas extremamente esbeltas e, por isso, grande parte de seu trecho suspenso tem comportamento de cabo. Apenas em duas regiões a rigidez flexional é relevante: no hang-off (topo) e na touch-down zone (TDZ), sendo esta última a região mais complexa para análise devido ao contato unilateral com o solo. Em função dos diversos carregamentos dinâmicos a que o riser é submetido, grandes variações na curvatura ocorrem na TDZ, além de impacto e atrito com o solo, que podem reduzir a vida útil da estrutura ou até mesmo por em risco a sua integridade. Por estas razões, este trabalho visa à elaboração de uma metodologia analítica para a construção de um modelo de ordem reduzida (MOR) capaz de analisar o comportamento dinâmico não linear da TDZ de um SCR. Como na TDZ a rigidez flexional predomina sobre a rigidez geométrica, o riser é modelado como uma viga semi-infinita, tendo uma parte suspensa e outra apoiada sobre solo hipoteticamente elástico com contato unilateral. Na extremidade suspensa são impostos deslocamentos verticais e trações dinâmicas que fazem com que a posição do touch-down point (TDP) também varie com o tempo. Trata-se, portanto, de um problema com condições de contorno móveis. A metodologia adotada para a resolução deste problema foi transformá-lo em um problema de condições de contorno fixas por meio de uma transformação de variáveis. Contudo, paga-se um preço por tal transformação, e fortes não linearidades surgem na equação diferencial de movimento, tornando-a extremamente complexa para uma resolução analítica direta. Para o problema de flexão simples, consegue-se obter os modos de vibração não lineares através do método das múltiplas escalas. De posse destes modos, utiliza-se o método de Galerkin não linear para projetar a equação completa em um modo escolhido, transformando o modelo contínuo em um modelo de ordem reduzida com apenas um grau de liberdade, cuja coordenada generalizada modal é o deslocamento horizontal do TDP. Obtida a equação do MOR, nota-se que existem coeficientes que variam com o tempo, como na clássica equação de Mathieu, indicando a possibilidade de ocorrer ressonância paramétrica. Neste tipo de ressonância, entre outras possibilidades, pode ocorrer que a frequência de excitação seja o dobro da frequência natural trata-se da ressonância paramétrica principal. A equação do MOR é integrada numericamente e suas respostas são comparadas com as respostas obtidas por modelos de elementos finitos elaborados em softwares comerciais, como o Abaqus e o Orcaflex. Por fim, discutem-se as potencialidades e limitações do MOR, sendo uma grande vantagem a possibilidade de processar diversos casos facilmente, variando os parâmetros que influem nas respostas. Com este mapeamento das respostas, é possível estimar as amplitudes dos estados estacionários pós-críticos. / Risers are pipes that convey fluids from the seabed up to the floating platforms and vice-versa. Many configurations and materials are used, but only steel catenary risers (SCR) are studied in this work. Risers are extremely slender structures, and for this reason, most of the suspended part has cable behavior. Only in two regions the bending stiffness is important: at the hang-off and at the touch-down zone (TDZ), which is the most complex region for analysis because of the unilateral contact with the seabed. Due to several dynamic loads that the riser is subjected to, great curvature variations occur at the TDZ, apart from impacts and friction with the soil, which can reduce the life time of the structure or even jeopardize its integrity. For these reasons, this work aims at the development of an analytical methodology for the construction of a reduced-order model (ROM) able to analyze the nonlinear dynamic behavior of the TDZ of a SCR. As at the TDZ the bending stiffness prevails over the geometric stiffness, the riser is modeled as a semi-infinite beam, having a suspended part and another one resting on the elastic soil with unilateral contact. At the end of the suspended part, vertical displacements and dynamic tensions are imposed, that cause the TDPs position to vary with time. It is, therefore, a problem with moving boundary conditions. The methodology adopted for solving this problem was to transform it into a problem with fixed boundary conditions via a variable transformation. However, a price is paid for such a transformation, and strong nonlinearities appear in the differential equation of motion, making it extremely complex to solve analytically. For the simple bending problem, nonlinear vibration modes are obtained via the method of multiple scales. In possession of these modes, the nonlinear Galerkin method is used to project the complete equation into a chosen mode, transforming the continuum model into a reduced-order model (ROM) with only one degree of freedom whose modal generalized coordinate is the horizontal displacement of the TDP. After obtaining the ROM, it is noticed that there are coefficients that vary with time, as in the classic Mathieu equation, indicating the possibility of parametric resonance. In this kind of resonance, among other possibilities, the excitation frequency may be twice the natural frequency it is the so-called principal parametric resonance. The ROMs equation is integrated numerically and the responses are compared to those given by finite-element models studied with the help of commercial softwares, like Abaqus and Orcaflex. Finally, the potentialities and limitations of the ROM are discussed. One of the advantages is the possibility of processing several cases easily, changing the parameters that affect the responses. With this response mapping, it is possible to estimate the post-critical steady-state amplitudes that take place.

Risers são tubos que transportam fluidos do fundo do mar até as plataformas flutuantes e vice-versa. Diversas configurações e materiais são utilizados, porém apenas os steel catenary risers (SCR) são estudados neste trabalho. Os risers são estruturas extremamente esbeltas e, por isso, grande parte de seu trecho suspenso tem comportamento de cabo. Apenas em duas regiões a rigidez flexional é relevante: no hang-off (topo) e na touch-down zone (TDZ), sendo esta última a região mais complexa para análise devido ao contato unilateral com o solo. Em função dos diversos carregamentos dinâmicos a que o riser é submetido, grandes variações na curvatura ocorrem na TDZ, além de impacto e atrito com o solo, que podem reduzir a vida útil da estrutura ou até mesmo por em risco a sua integridade. Por estas razões, este trabalho visa à elaboração de uma metodologia analítica para a construção de um modelo de ordem reduzida (MOR) capaz de analisar o comportamento dinâmico não linear da TDZ de um SCR. Como na TDZ a rigidez flexional predomina sobre a rigidez geométrica, o riser é modelado como uma viga semi-infinita, tendo uma parte suspensa e outra apoiada sobre solo hipoteticamente elástico com contato unilateral. Na extremidade suspensa são impostos deslocamentos verticais e trações dinâmicas que fazem com que a posição do touch-down point (TDP) também varie com o tempo. Trata-se, portanto, de um problema com condições de contorno móveis. A metodologia adotada para a resolução deste problema foi transformá-lo em um problema de condições de contorno fixas por meio de uma transformação de variáveis. Contudo, paga-se um preço por tal transformação, e fortes não linearidades surgem na equação diferencial de movimento, tornando-a extremamente complexa para uma resolução analítica direta. Para o problema de flexão simples, consegue-se obter os modos de vibração não lineares através do método das múltiplas escalas. De posse destes modos, utiliza-se o método de Galerkin não linear para projetar a equação completa em um modo escolhido, transformando o modelo contínuo em um modelo de ordem reduzida com apenas um grau de liberdade, cuja coordenada generalizada modal é o deslocamento horizontal do TDP. Obtida a equação do MOR, nota-se que existem coeficientes que variam com o tempo, como na clássica equação de Mathieu, indicando a possibilidade de ocorrer ressonância paramétrica. Neste tipo de ressonância, entre outras possibilidades, pode ocorrer que a frequência de excitação seja o dobro da frequência natural trata-se da ressonância paramétrica principal. A equação do MOR é integrada numericamente e suas respostas são comparadas com as respostas obtidas por modelos de elementos finitos elaborados em softwares comerciais, como o Abaqus e o Orcaflex. Por fim, discutem-se as potencialidades e limitações do MOR, sendo uma grande vantagem a possibilidade de processar diversos casos facilmente, variando os parâmetros que influem nas respostas. Com este mapeamento das respostas, é possível estimar as amplitudes dos estados estacionários pós-críticos. / Risers are pipes that convey fluids from the seabed up to the floating platforms and vice-versa. Many configurations and materials are used, but only steel catenary risers (SCR) are studied in this work. Risers are extremely slender structures, and for this reason, most of the suspended part has cable behavior. Only in two regions the bending stiffness is important: at the hang-off and at the touch-down zone (TDZ), which is the most complex region for analysis because of the unilateral contact with the seabed. Due to several dynamic loads that the riser is subjected to, great curvature variations occur at the TDZ, apart from impacts and friction with the soil, which can reduce the life time of the structure or even jeopardize its integrity. For these reasons, this work aims at the development of an analytical methodology for the construction of a reduced-order model (ROM) able to analyze the nonlinear dynamic behavior of the TDZ of a SCR. As at the TDZ the bending stiffness prevails over the geometric stiffness, the riser is modeled as a semi-infinite beam, having a suspended part and another one resting on the elastic soil with unilateral contact. At the end of the suspended part, vertical displacements and dynamic tensions are imposed, that cause the TDPs position to vary with time. It is, therefore, a problem with moving boundary conditions. The methodology adopted for solving this problem was to transform it into a problem with fixed boundary conditions via a variable transformation. However, a price is paid for such a transformation, and strong nonlinearities appear in the differential equation of motion, making it extremely complex to solve analytically. For the simple bending problem, nonlinear vibration modes are obtained via the method of multiple scales. In possession of these modes, the nonlinear Galerkin method is used to project the complete equation into a chosen mode, transforming the continuum model into a reduced-order model (ROM) with only one degree of freedom whose modal generalized coordinate is the horizontal displacement of the TDP. After obtaining the ROM, it is noticed that there are coefficients that vary with time, as in the classic Mathieu equation, indicating the possibility of parametric resonance. In this kind of resonance, among other possibilities, the excitation frequency may be twice the natural frequency it is the so-called principal parametric resonance. The ROMs equation is integrated numerically and the responses are compared to those given by finite-element models studied with the help of commercial softwares, like Abaqus and Orcaflex. Finally, the potentialities and limitations of the ROM are discussed. One of the advantages is the possibility of processing several cases easily, changing the parameters that affect the responses. With this response mapping, it is possible to estimate the post-critical steady-state amplitudes that take place.

D'un point de vue industriel, la mise en place de nouvelles architectures de systèmes mécaniques nécessite un long processus de conception permettant de définir et d'anticiper le comportement. Dans le cas particulier des systèmes aéronautiques tels que les moteurs d'avions, un certain nombre de pièces sont particulièrement sensibles car elles doivent répondre à des impératifs stricts en termes d'encombrement, de performance et de tenue mécanique. Dans ce contexte, la prévision du comportement vibratoire revêt une importance particulière puisqu'elle permet d'évaluer le niveau des sollicitations cycliques appliquées sur le système et guide ainsi la détection en amont d'éventuels problèmes de fatigue des matériaux. La plupart du temps, des modèles numériques sont utilisés pour représenter les structures, et le comportement est simulé en résolvant un ensemble d'équations. Pour atteindre un niveau de détail répondant au besoin industriel, ces modèles peuvent être particulièrement gros, et la résolution des équations associées demande des ressources et des temps de calcul considérables. De plus, pour rendre compte au mieux des comportements observés expérimentalement, il est souvent nécessaire de prendre en compte des phénomènes non-linéaires, ce qui augmente encore la difficulté. Les travaux présentés dans ce manuscrit concernent cette problématique du comportement vibratoire des structures non-linéaires et s'orientent autour de deux axes : la réduction de modèle et le calcul des solutions multiples. L'objectif du premier axe est de contribuer à la construction de modèles numériques non linéaires réduits utilisables en conception de systèmes industriels et de proposer des outils d'exploitation et d'interprétation de ces modèles. En particulier, on considère le cas des méthodes de projection de Galerkin et on montre qu'elles sont à même de construire des modèles réduits réalistes. Des méthodes complémentaires de réduction de modèles sont également présentées dans le cas particulier de la recherche de solutions par la méthode de la balance harmonique (HBM) : on s'intéressera en particulier à des méthodes de sélection d'harmoniques. Après avoir comparé les différentes méthodes proposées sur un exemple simple de poutre non-linéaire, elles sont appliquées à un modèle de structure industrielle représentant une aube d'hélice d'open rotor. Le second axe de ces travaux concerne le calcul de solutions multiples pour les systèmes dynamiques non-linéaires. Une particularité de ces systèmes est en effet de présenter plusieurs configurations stables pour un état de sollicitation donné. Il s'agira ici de proposer des méthodes de calcul permettant de dresser la liste exhaustive des solutions possibles. Le travail présenté se concentre sur la recherche de solutions périodiques par la méthode de la balance harmonique pour des systèmes possédant des non-linéarités polynomiales. Ces restrictions conduisent à la résolution de systèmes polynomiaux pour lesquels il existe des méthodes permettant de calculer l'ensemble des solutions. En particulier, on propose l'utilisation originale de méthodes basées sur le calcul de bases de Groebner pour la résolution de systèmes polynomiaux issus de la mécanique. Les différentes méthodes présentées sont illustrées et comparées sur des exemples simples. Les résultats montrent que même pour des systèmes simples, le comportement dynamique peut être très complexe. / In an industrial context, the design of new mechanical systems requires long design processes in order to define and to anticipate the behavior of all the constitutive parts. In the particular case of aeronautical structures such as plane engines, design is especially critical since they have to meet various and strict needs (life duration, performances . . .). Then, anticipating vibratory behavior is very important as this provides information about cyclic solicitations and fatigue. Most often, numerical models are used to mimic the structure and mechanical behavior is simulated by solving a set of differential equations. In the case of industrial structures, such models can be quite large and their resolution very time-consuming. Moreover, in order to model experimental behavior realistically, it is often necessary to take nonlinear phenomena into account and thus increase the required computational effort. The work presented in this PhD deals with the study of mechanical nonlinear systems. It focuses on two principal directions : model reduction and multiple solutions computation. The goal of the first direction is to contribute to the building of numerical reduced order models usable in industrial context and to propose tools to exploit an interpret them. Particularly, Galerkin projection methods are investigated in the context of nonlinear systems reduction, showing that those methods are, under certain conditions, able to give a reliable picture of full system behavior. In the case of the harmonic balance method, complementary methods are also proposed to reduce the size of the algebraic equations system by using harmonic selection techniques. The presented methods are firstly illustrated and compared on a simple nonlinear beam example ; they are then applied to an industrial model of open rotor blade. The second direction of this work deals with the computation of multiple solutions arising in nonlinear dynamical systems. Indeed, it has been shown that such systems can present different stable configurations for a given solicitation. The objective here is to provide tools for computing such multiple solutions. We only consider the case of periodic solutions for systems with polynomial nonlinearities, treated with harmonic balance method. These hypotheses enable one to search for multiple states as solutions of polynomial algebraic systems of equations, for which some methods exist to compute the entire set of solutions. In particular, we propose to use methods relying on Groebner basis computation, in order to compute the whole set of solutions. The proposed methods are illustrated and compared on simple examples, showing that even such simple systems can present very complex dynamical behavior.

京都大学 / 新制・課程博士 / 博士(工学) / 甲第23511号 / 工博第4923号 / 新制||工||1769(附属図書館) / 京都大学大学院工学研究科電気工学専攻 / (主査)教授 松尾 哲司, 教授 雨宮 尚之, 准教授 久門 尚史 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM

Lithium ion (Li-ion) batteries have been identified as a promising solution to meet the increasing demands for alternative energy in electric vehicles (EVs) and hybrid electric vehicle (HEVs). This work describes experimental and numerical study of thermal management of battery module consisting of cylindrical Li-ion cells, with an emphasis on the use of active control to achieve optimal cooling performance with minimal parasitic power consumption. The major contribution from this work is the first experimental demonstration (based on our review of archival journal and conference literature) and the corresponding analysis of active thermal control of battery modules. The results suggest that the active control strategy, when combined with reciprocating cooling flow, can reduce the parasitic energy consumption and cooling flow amount substantially. Compared with results using passive control with unidirectional cooling flow, the parasitic energy consumption was reduced by about 80%. This contribution was achieved in three steps, which was detailed in this dissertation in chapters 2, 3, and 4, respectively. In the first step, an experimental facility and a corresponding CFD model were developed to capture the thermal behavior of multiple battery cells. Based on the experimental and CFD results, a reduced-order model (ROM) was then developed for active monitoring and control purposes. In the second step, the ROM was parameterized and an observer-based control strategy was developed to control the core temperature of battery cells. Finally, based on the experimental facility and the ROM model, the active control of a battery module was demonstrated. Each of these steps represents an important facet of the thermal management problem, and it is expected that the results and specifics documented in this dissertation lay the groundwork to facilitate further study. / Ph. D.

Le comportement dynamique de structures complexes, comme les alternateurs, doit être maîtrisé afin d’en garantir un fonctionnement fiable. Cependant, la modélisation comporte de nombreuses incertitudes rendant délicates la prédiction du comportement vibratoire. Ces travaux de recherche ont pour objectif de fournir des outils d’aide à la décision afin de faciliter la prise de décision rapide suite au redémarrage d’alternateurs. Basé sur la théorie info-gap, un premier outil d’aide à la décision est proposé : il a pour objectif d’évaluer la robustesse de réponses dynamiques vis-à-vis d’un modèle modal incertain. Nous avons également étudié comment de l’information nouvelle peut être intégrée au modèle d’incertitude pour améliorer sa représentativité à la réalité.Une expansion par l’erreur en relation de comportement étendue de modes propres identifiés permet ensuite d’enrichir la représentativité du modèle numérique fournissant ainsi un modèle qualifié d’hybride et permettant d’évaluer les niveaux de réponse. Comme la modélisation comporte de nombreuses méconnaissances, nous avons proposé le procédé d’expansion robuste dont l’objectif est d’obtenir des vecteurs étendus robustes. En présence de méconnaissances sévères, nous montrons enfin qu’il est préférable de calibrer un modèle en maximisant la robustesse vis-à-vis des incertitudes plutôt qu’en maximisant uniquement la fidélité vis-à-vis des données. Couplée à des techniques de réduction de modèle et de construction de méta modèles,nous appliquons cette démarche à une structure de complexité industrielle représentative du contexte industriel. / The complex structural dynamic behavior of alternator must be well understood in order to insuretheir reliable and safe operation. The numerical model is however difficult to construct mainlydue to the presence of a high level of uncertainty. The objective of this work is to providedecision support tools in order to assess the vibratory levels in operation before to restart thealternator. Based on info-gap theory, a first decision support tool is proposed: the objective hereis to assess the robustness of the dynamical response to the uncertain modal model. Based on realdata, the calibration of an info-gap model of uncertainty is also proposed in order to enhance itsfidelity to reality. Then, the extended constitutive relation error is used to expand identified modeshapes which are used to assess the vibratory levels. The robust expansion process is proposed inorder to obtain robust expanded mode shapes to parametric uncertainties. In presence of lack-ofknowledge,the trade-off between fidelity-to-data and robustness-to-uncertainties which expressesthat robustness improves as fidelity deteriorates is emphasized on an industrial structure by usingboth reduced order model and surrogate model techniques.

Na última década foram descobertas jazidas de petróleo e gás em águas profundas ao longo da costa sudeste do Brasil, o que tem levado à reavaliação de conceitos e técnicas até então utilizados para sua exploração em pequenas profundidades. Parâmetros que anteriormente eram supostamente não críticos passaram a ser relevantes no dimensionamento estrutural dos risers. Efetivamente, a descoberta de novas jazidas na Bacia de Santos incentivou o desenvolvimento de pesquisas nesta área, no Brasil e no mundo. Os depósitos de petróleo e gás encontrados abaixo da camada de sal (daí serem referidas por pré-sal) ocorrem em áreas com lâmina dágua de mais de 2.000 metros, requerendo novas tecnologias para viabilizar sua extração. Os risers de produção nada mais são do que tubulações que levam petróleo e gás do fundo do oceano para a superfície. Nas suas diversas configurações geométricas (vertical, em catenária, lazy wave, entre outros), são elementos estruturais extremamente esbeltos, que devem suportar carregamentos dinâmicos oriundos da correnteza marítima em grande profundidade, ondas de superfície, escoamento interno e deslocamentos impostos, atendendo a exigentes critérios de projeto. O riser vertical será o foco deste trabalho, no qual se pretende utilizar modelos matemáticos com poucos graus de liberdade, denominados modelos de ordem reduzida (MOR), mas com adequada capacidade de representação qualitativa e quantitativa da resposta estrutural, fazendo uso de modos não lineares como funções de projeção, dentro do método de Galerkin não linear. Os modos não lineares, intensivamente estudados no Grupo de Pesquisa Dinâmica, Estabilidade e Controle de Sistemas Estruturais da Escola Politécnica da USP, por conterem intrinsecamente informações de harmônicos de ordem superior, são capazes de, em menor número do que os modos lineares utilizados no método da superposição modal clássico, descreverem acuradamente a resposta do sistema não linear. Serão utilizados procedimentos baseados tanto no método das variedades invariantes, quanto no método das múltiplas escalas, em modelos analíticos. Para a redução de graus de liberdade, será utilizado o método de projeção que se baseia na imposição da igualdade entre os trabalhos virtuais dos modelos de alta e baixa hierarquia (MOR), de sorte que o sistema sob carregamento dinâmico possa ser estudado em espaço de fase de baixa dimensão. A presente pesquisa, além dos desafios acadêmicos inerentes ao tema, apresenta evidente relevância econômica e estratégica para o País. / In the last decade, deposits of oil and gas under deep waters were discovered along the Brazilian Southeast coast, which led to reassessment of concepts and techniques previously used for their exploitation under shallow waters. Parameters that were not previously considered to be critical became relevant in the structural design of the risers. Indeed, the discovery of new deposits in the so-called Santos Basin encouraged the development of research in this area in Brazil and worldwide. The oil and gas deposits found in the pre-salt layer occur in waters deeper than 2,000 meters, requiring new technologies to facilitate their extraction. The risers of production are nothing more than pipes that carry oil and gas from the ocean to the surface. In its various geometric configurations (vertical, catenary, lazy waves, etc.), they are extremely slender structural elements, which must withstand dynamic loads from deep currents, surface waves, internal flow and imposed motions, observing the strict design criteria regarding ultimate and service limit states. The vertical riser will be the focus of this work, which uses mathematical models with few degrees of freedom, known as reduced-order models (ROM), but with adequate capacity to represent the structural response both qualitatively and quantitatively, using non-linear modes as projection functions within the non-linear Galerkin method. The non-linear modes were intensively studied in the research group \"Dynamics, Stability and Control of Structural Systems\" at the Escola Politécnica of USP. Because they contain information of higher-order harmonics, they are able to accurately describe the response of the nonlinear system, using a smaller number of modes than the linear modes used in the classical modal superposition method. Procedures based on the method of invariant manifold and the method of multiple scales alike will be applied to analytical continuum models (with infinite number of degrees of freedom). For the reduction of degrees of freedom, a method based on the identification of the virtual works in both the high-hierarchy and the ROM will be used, so that the system under dynamic loading can be studied in a low-dimension phase space. 13 This research, in addition to academic challenges inherent to the subject has obvious economic and strategic importance for the country.

Bien que les méthodes de calcul peuvent donner de bons résultats, ils ne sont généralement pas en accord avec exactement les données d'essais en vol en raison des incertitudes dans les modelé de calcul de structure et aérodynamiques. Une méthode efficace est nécessaire pour la mise à jour des modelé aeroelastiques en utilisant les données d'essais en vol, les données d'essais de vibration au sol ( GVT ) et les données de soufflerie. Tout d'abord tous les développements ont été valides sur une section de l'aile 2D et sur un modèle 3D simple et après l'approche POD a été applique= a une configuration industrielle (modèle de soufflerie aile-fuselage et modèle d' avions complète). / Although computational methods can provide good results, they usually do not agree exactly with the flight test data due to uncertainties in structural and aerodynamic computational models. An effective method is required for updating computational aeroelastic models using the flight test data along with Ground Vibration Test (GVT) data and wind tunnel data. Firstly all developments have been validated on a 2D wing section and on a simple 3D model and after the POD approach has been applied to an industrial configuration (wing-fuselage wind tunnel model and complete aircraft model).