[pt] O estudo do comportamento de membranas quando expostas a pressões e tensões de diverssos tipos, assim como de suas propriedades mecânicas nos últimos anos vem recebendo uma notável atenção em razão da variada aplicabilidade das membranas nas mais diversas áreas da engenharia, incluindo atuadores, robótica, sensores, aeroespacial, bioengenharia e estruturas infláveis para engenharia civil. Neste trabalho será apresentado um estudo numérico e experimental de uma membrana sujeita a uma endentação e perfuração transversalmente ao seu plano indeformado, considerando-se a presença do atrito na interface membrana-endentor, fato que torna esse estudo pioneiro nesta análise. Os estudos numéricos foram feitos no software Abaqus CAE. Os ensaios experimentais têm por objetivo comprovar os resultados numéricos e assim validá-los. Foram desenvolvidos aparatos experimentais dedicados aos ensaios pretendidos devido à ausência de equipamentos no mercado que pudessem reproduzir tais ensaios. / [en] The study of membranes behavior when subjected to pressures and tensions from all kinds, as well as their mechanical properties, is receiving a noticeable attention over the last years due to various applications of membranes on various engineering fields, including, actuators, robotics, sensors, airspace, bioengineering and inflatable structures for civil engineering. On this job will be presented a numerical and experimental study of a membrane subjected to an endentation and penetration transversally to the membrane’s undeformed plane, considering friction on the interface of the membrane and endentor, which makes this study a pioneer on this kind of analysis. The numerical studies were performed on Abaqus CAE finite element software. The experimental tests are intended to validate the numerical results. Experimental apparatus were developed especially to perform the tests done in this job.

Centrée sur les évolutions des enseignements techniques vers les sciences de l’ingénieur, la thèse présente et discute le processus de disciplinarisation de la technologie industrielle. Les bouleversements contemporains dans les classes de lycée en révèlent la phase d’achèvement. L’analyse didactique et historique depuis la Libération, menée principalement à partir de l’étude des prescriptions et des discours repère les évolutions et les ruptures, à l’aide d’un modèle d’étude curriculaire qui focalise les missions, l’organisation (administrative et pédagogique) et l’enseignement (contenus et méthodes). Trois grandes périodes sont mises en évidence : 1) la configuration de l’enseignement technique (1945-1958), son développement et sa structuration ; 2) la secondarisation de l’enseignement technologique (1959-1984) et son incorporation dans le système éducatif unifié ; 3) la disciplinarisation de la technologie (1985-2012), sa graduelle organisation curriculaire verticale et sa nouvelle désignation sciences de l’ingénieur. Inscrite dans une dynamique à la fois sociopolitique, économique et institutionnelle, la disciplinarisation de la technologie dans l’enseignement long semble principalement déterminée par ses missions d’augmentation des qualifications. Ce long processus est marqué par l’élaboration de contenus enseignables que révèle l’étude de l’évolution de l’analyse fonctionnelle. De l’organe de machines aux systèmes pluritechnologiques, les modifications des contenus se cristallisent successivement en huit couches paradigmatiques. Au-delà de la mise au jour du processus de disciplinarisation de la technologie qui ouvre la discussion avec les travaux disponibles sur d’autres enseignements, la thèse met à disposition une histoire inédite de l’enseignement technique ainsi que les sources nécessaires pour de nouvelles recherches et indispensables pour saisir et porter les bouleversements contemporains. / The PhD presents and argues that the industrial technology is becoming an academicsubject. In high schools, the contemporary changes bring to light the final phase. The didactic and historical analysis, mainly led by the study of official regulations and speeches, tracks down the evolutions and the changes, by means of a model of examination of the school disciplines focusing on the missions, the organization (administrative and educational) and the education (the programs and the methods).Three main periods are identified: 1) the configuration of the technical education (1945-1958), its development and its structure; 2) the blending of the technology in high schools (1959-1984) by the unification of the education system; 3) the technology as an academic subject (1985-2012) from the primary school to the university, newly named the engineering sciences. This process comes within socio-political, economic and institutional context and is mainly defined by its missions of increasing qualifications. The examination of the functional analysis tools, employed to study the technical systems, reveals the elaboration of teachable contents. The contents changes, from the machines organ to the multitechnological systems, have been built one after the other, according to eight paradigms. On the one hand, the PhD reveals the process of "disciplinarization" of the technology and opens the discussion on the available researches about others disciplines. On the other hand, the PhD provides an original history of the technical education, the necessary sources for new researches and for understanding and supporting the contemporary changes.

Les réseaux de tuyauterie industriels sont le siège de niveaux importants de vibrations induites par l’écoulement qui peuvent mener à la rupture par fatigue des installations. La présente étude se concentre sur l’analyse et modélisation simplifiée de la source vibratoire associée au passage d’un écoulement liquide turbulent par un coude à 90°. Une approche combinant expériences et simulation a été conduite. Une boucle de circulation d’eau munie d’un coude transparent a été conçue afin de permettre des me-sures de vitesse à l’intérieur du coude. Pour cette finalité, les techniques de Vélocimétrie par Imagerie de Particules (PIV) plane et stéréoscopique ont été utilisées. La pression pariétale et les vibrations du banc d’essais ont été mesurées simultanément. Plusieurs configurations d’écoulement ont été testées afin d’obtenir une riche base de données couplées reliant l’écoulement fluide à l’excitation dynamique des parois et, finalement, à la réponse vibratoire de la structure. En parallèle, l’écoulement instationnaire d’eau dans le coude a été simulé au moyen d’une approche du type Simulation des Grandes Echelles (LES). La simulation fluide a permis d’étudier en détails la topologie de l’écoulement turbulent au passage du coude ainsi que le champ instationnaire de pression fluctuante induit sur la paroi. Finale-ment, un ensemble d’outils statistiques a été appliqué aux données expérimentales et numériques afin de proposer un modèle simplifié des transferts qui relient l’écoulement turbulent à la sollicitation dynamique de la structure contenant le coude. / The flow of dense fluids within thin-walled piping systems may lead to significant levels of Flow-Induced Vibration, mainly in the vicinities of singularities such as obstacles inserted into the flow, sudden changes of cross-sectional area or flow direction. This study focuses on the analysis and reduced-order modelling of the vibrational source associated with the turbulent flow of liquids through a 90° elbow.A mixed experimental-computational approach is undertaken. A closed water loop containing a transparent elbow was designed in order to allow for fluid velocity measurements inside the singularity. To this purpose, planar and stereoscopic Particle Image Velocimetry (PIV) were employed. Wall pressure fluctuations and structural vibrations were measured simultaneously. Several flow configurations were tested in order to obtain a large coupled database linking the flow to the dynamic excitation, and then to the vibration response of the structure.In parallel, the unsteady water flow through the elbow was computed using Large-Eddy Simulation (LES). The fluid simulation allowed for a detailed study of the turbulent flow through the singularity and the unsteady pressure field induced on the piping walls. Finally, a set of statistical tools was applied to both experimental and computational data in order to propose a reduced-order model of the transfer function that links the tur-bulent flow to the dynamic excitation of the elbowed piping structure.

Cette thèse a pour objectif le développement d'une stratégie d'identification des paramètres de plasticité et d'endommagement jusqu'à amorçage, pour des métaux ductiles.Un formalisme logarithmique est utilisé pour simuler les grandes déformations subies par les éprouvettes et une formulation non-locale multi-champ permet de simuler l'adoucissement indépendamment du maillage utilisé et d'éviter le verrouillage volumique.La Corrélation d'Images Digitales est utilisée pour obtenir des mesures hétérogènes plein champ à partir d'éprouvettes entaillées.La stratégie proposée s'appuie sur des observations microscopiques et sur une approche d'identification par recalage de modèle éléments finis (FEMU), visant à minimiser l'écart entre une mesure et son pendant simulé. L'écart est exprimé en termes de force et déplacement grâce à une normalisation appropriée. L'application de la FEMU est guidée par des analyses de sensibilité.La robustesse de la comparaison essai-calcul est assurée par l'application de conditions au bord mesurées. L'effet négatif de l’incertitude de mesure est mis en évidence et une solution de filtrage innovante est proposée.La stratégie est appliquée pour l'identification des paramètres de l'alliage Inconel625. Elle permet de reproduire l'amorçage pour des éprouvettes planes, en termes de réponse macroscopique et de localisation des sites d'amorçage. / This thesis proposes an identification strategy for plastic behaviour and damage up to the onset of fracture, for an application to ductile metals.A logarithmic finite strain formulation is used to simulate the large deformations undergone by the specimens, while a locking-free non-local formulation allows a mesh independent simulation of the softening behaviour.Digital Image Correlation is used to obtain heterogeneous full-field measurements from tensile tests on notched specimens.The identification strategy is based both on microscopic observations and on a Finite Element Model Updating (FEMU) technique, according to which the parameters are identified by minimizing the discrepancy between experiment and simulation. The discrepancy is quantified both in terms of displacement and force thanks to an appropriate normalization. The application of FEMU is guided using sensitivity analysis.The robustness of the comparison between simulation and measurement is ensured by prescribing measured displacements as boundary conditions for the simulation. The negative effect of the measurement uncertainty is underlined, and an innovative filtering approach is proposed.The proposed strategy is used to identify the materials' parameters of alloy Inconel625. It allows to reproduce the onset of fracture for flat specimens, both in terms of macroscopic response and crack initiation location.

L’évolution de la consommation électrique est un point clé pour les choix à venir, tant pour les moyens de production d’électricité, que pour le dimensionnement du réseau à toutes ses échelles. Aujourd’hui, ce sont majoritairement des modèles statistiques basés sur les consommations passées et des tendances démographiques ou économétriques qui permettent de prédire cette consommation. Dans le contexte de la transition énergétique, des changements importants sont en cours et à venir, et la consommation future ne sera certainement pas une continuation des tendances passées. Modéliser ces changements nécessite une modélisation fine de type bottom-up de chaque contributeur de la consommation électrique. Ce type de modèle présente des challenges de modélisation, car il nécessite un grand nombre de paramètres d’entrée qui peuvent difficilement être renseignés de façon réaliste à grande échelle. En même temps, les données et informations de tout type n’ont jamais été autant disponibles. Cela représente à la fois un atout pour la modélisation, mais aussi une difficulté importante notamment à cause de l’hétérogénéité des données. Dans ce contexte, cette thèse présente une démarche de construction d’un simulateur de consommation électrique bottom-up capable de simuler différentes alternatives énergétiques à l’échelle de la France. Un travail de recensement, de classification et d’association des bases de données pour expliquer la consommation électrique a d’abord été mené. Ensuite, le modèle de consommation électrique a été présenté ; il a été validé et calibré sur une grande quantité de mesures de consommation électrique des départs HTA fournie par Enedis. Ce modèle a enfin pu être utilisé pour simuler différentes alternatives énergétiques afin d’aider au dimensionnement du réseau de distribution. / Future trend of electricity demand is a key point for sizing both the electricity network and the power plants. In order to forecast future electricity demand, current models mostly use statistical approaches based on past demand measurements and on demographic and economic trends. Because of current context of energy transition which comes along with important changes, future electricity demand is not expected to be similar to past trends. Modeling these changes requires a bottom-up modeling of each contributor to electricity demand. This kind of model is challenging because of the large number of input data required. At the same time, data and information are more and more available. Such availability can be considered both as an asset for modeling and as an important issue because of data heterogeneity. In this context, this dissertation offers an approach to build a bottom-up load curve simulator which enables to simulate prospective scenarii at the scale of France country. Firstly, an assessment, classification, and matching of the large databases explaining the electricity demand have been performed. Then, the electricity demand model has been presented. It has been validated and calibrated on Enedis’ large volumes of electricity demand measurements of medium voltage feeders. Finally, this model has been used to simulate several prospective scenarii in order to improve the electricity distribution network sizing.

Cette thèse porte sur divers aspects de lois et de processus non-gaussiens qui partagent des propriétés de changement d'échelle où intervient l'exposant 2/3. Les deux principaux objets probabilistes que nous allons présenter sont : 1) La loi de Tracy-Widom : C'est la loi limite de la plus grande valeur propre de matrices aléatoires appartenant aux beta-ensembles lorsque leur dimension tend vers l'infini. Dans un travail en commun avec Balint Virag, nous avons établi le comportement asymptotique de la queue droite de cette loi pour tout beta strictement positif, en utilisant des outils d'analyse de diffusions du type Girsanov. 2) Le ''vrai'' processus auto-répulsif (''true self repelling motion'') TSRM : C'est un processus auto-interagissant qui a été introduit par Balint Toth et Wendelin Werner. Nous nous sommes intéressés à des propriétés de cet objet liées à ses trajectoires (grandes déviations, lois du logarithme itéré) et à des calculs explicites de lois marginales (travail en collaboration avec Balint Toth). Cette étude nous a aussi amenés à aborder des questions liées à la théorie des jeux. / This thesis focuses on various aspects of non-Gaussian distributions and processes sharing scaling properties where the exponent 2/3 appears. The two probabilistic objects that we will introduce are: 1) Tracy-Widom distribution: This is the large dimensional limit of the top eigenvalue of random matrices in beta-ensembles. In a joint work with Balint Virag, we studied the asymptotic behavior of its right tail for all positive beta, using tools coming from diffusion analysis, such as the Girsanov formula. 2) The “true self repelling motion” (TSRM): This is a self-interacting process which was introduced by Balint Toth and Wendelin Werner. We have been interested in properties related to trajectories of this motion (large deviations, law of the iterated logarithm) and explicit distribution computations (joint work with Balint Toth). During this study, we have also dealt with questions related to game theory.

Dans leur célèbre article de 1987, les physiciens Per Bak, Chao Tang et Kurt Wiesenfeld ont montré que certains systèmes complexes, composés d'un nombre important d'éléments en interaction dynamique, évoluent vers un état critique, sans intervention extérieure. Ce phénomène, appelé criticalité auto-organisée, peut être observé empiriquement ou simulé par ordinateur pour de nombreux modèles. Cependant leur analyse mathématique est très ardue. Même des modèles dont la définition est apparemment simple, comme les modèles décrivant la dynamique d'un tas de sable, ne sont pas bien compris mathématiquement. Le but de cette thèse est la construction d'un modèle de criticalité auto-organisée, qui est aussi simple que possible, et qui est accessible à une étude mathématique rigoureuse. Pour cela, nous modifions le modèle d'Ising Curie-Weiss généralisé en introduisant un contrôle automatique du paramètre de température. Pour une classe de distributions symétriques satisfaisant une certaine condition d'intégrabilité, nous montrons que la somme Sn des variables aléatoires du modèle a le comportement typique du modèle d'Ising Curie-Weiss généralisé critique: les fluctuations sont d'ordre n^(3/4) et la loi limite est C exp(- lambda*x^4) dx, où C et lambda sont des constantes strictement positives. Notre étude nous a menés à généraliser ce modèle dans plusieurs directions : cas de la dimension supérieure, fonctions d'interactions plus générales, extension à des auto-interactions menant à des fluctuations d'ordre n^(5/6). Nous étudions aussi des modèles dynamiques dont la distribution invariante est la loi de notre modèle d'Ising Curie-Weiss de criticalité auto-organisée. / In their famous 1987 article, Per Bak, Chao Tang and Kurt Wiesenfeld showed that certain complex systems, composed of a large number of dynamically interacting elements, are naturally attracted by critical points, without any external intervention. This phenomenon, called self-organized criticality, can be observed empirically or simulated on a computer in various models. However the mathematical analysis of these models turns out to be extremely difficult. Even models whose definition seems simple, such as the models describing the dynamics of a sandpile, are not well understood mathematically. The goal of this thesis is to design a model exhibiting self-organized criticality, which is as simple as possible, and which is amenable to a rigorous mathematical analysis. To this end, we modify the generalized Ising Curie-Weiss model by implementing an automatic control of the inverse temperature. For a class of symmetric distributions whose density satisfies some integrability conditions, we prove that the sum Sn of the random variables behaves as in the typical critical generalized Ising Curie-Weiss model: the fluctuations are of order n^(3/4) and the limiting law is C exp(- lambda*x^4) dx where C and lambda are suitable positive constants. Our study led us to generalize this model in several directions: the multidimensional case, more general interacting functions, extension to self-interactions leading to fluctuations with order n^(5/6). We also study dynamic models whose invariant distribution is the law of our Curie-Weiss model of self-organized criticality.

Seja $\\Sigma_(\\mathbb)$ um shift enumerável topologicamente mixing com a propriedade BIP sobre o alfabeto $\\mathbb$, $f: \\Sigma_(\\mathbb) ightarrow \\mathbb$ um potencial com variação somável e pressão topológica finita. Sob hipóteses adequadas provamos a existência de um princípio dos grandes desvios para a familia de estados de Gibbs $(\\mu_{\\beta})_{\\beta > 0}$, onde cada $\\mu_{\\beta}$ é a medida de Gibbs associada ao potencial $\\beta f$. Para fazer isso generalizamos alguns teoremas de Otimização Ergódica para shifts de Markov enumeráveis. Esse resultado generaliza o mesmo princípio no caso de um subshift topologicamente mixing sobre um alfabeto finito, previamente provado por A. Baraviera, A. Lopes e P. Thieullen. / Let $\\Sigma_(\\mathbb)$ be a topologically mixing countable Markov shift with the BIP property over the alphabet $\\mathbb$ and a potential $f: \\Sigma_(\\mathbb) ightarrow \\mathbb$ with summable variation and finite pressure. Under suitable hypotheses, we prove the existence of a large deviation principle for the family of Gibbs states $(\\mu_{\\beta})_{\\beta > 0}$ where each $\\mu_{\\beta}$ is the Gibbs measure associated to the potential $\\beta f$. For do this we generalize some theorems from finite to countable Markov shifts in Ergodic Optimization. This result generalizes the same principle in the case of topologically mixing subshifts over a finite alphabet previously proved by A. Baraviera, A. Lopes and P. Thieullen.

Investiga-se através da atuação de grandes firmas construtoras no Brasil o desenvolvimento de novos sistemas construtivos, em particular do concreto armado, como um dos fatores protagonistas da modernização da arquitetura entre 1922 e 1937. Intenta-se examinar os diversos programas construtivos, através da premissa da técnica, e suas inferências na realização arquitetônica. Busca-se tomar conhecimento de uma práxis calcada na verdade construtiva e no diálogo entre o arquiteto e o engenheiro. Parte-se do entendimento de novo fenômeno que interferiu na forma de projetar a arquitetura, alterando sua concepção e provocando a cisão entre a técnica e a arte. A modernização urbana teve como características: a concentração das principais atividades modernas nos núcleos urbanos, a reforma dos espaços das cidades para adequá-las aos novos labores e a mudança da percepção ambiental através de novos meios de comunicação, transporte e infraestrutura. A fundamentação desse cenário permite nos abarcar o processo de inserção das construtoras estrangeiras no Brasil. Para tanto, pretende-se compreender a constituição do conhecimento sobre o concreto armado seja no âmbito da engenharia brasileira, seja na da arquitetura. Sabe- se que três temas correntes faziam parte do repertório dessa cultura técnica: a racionalidade, o uso diferenciado dos sistemas modernos de construção e a criação de novas formas. Essas firmas especializadas no sistema construtivo eram verdadeiros campos de experimentação e, consequentemente, de formação de profissionais capazes de criar nova estética advinda da técnica. A atuação de alguns desses profissionais vem sendo tratada por outros trabalhos, mas uma lacuna permanece: o papel das empresas construtoras na modernização da arquitetura brasileira. Com base no estudo de acervos, como o da construtora de origem dinamarquesa Christiani & Nielsen e de empresas construtoras de origem alemãs atuantes na Argentina e no Brasil, esta tese incorpora, além dos objetivos já revelados, também a identificação de profissionais da construção pouco reconhecidos e suas ações nas atitudes modernizadoras do Brasil do século 20. / It has been investigated, through the performance of the largest construction companies in Brazil, the development of new building systems, particularly of the reinforced concrete, as a major contributing factor for the modernization of architecture between 1920 and 1940. The objective is to analyze the various construction programs, their technical premises, and their interferences in the architectural achievement, seeking the awareness of a practice based on the constructive truth and on the dialogue between architect and engineer. The starting point is the understanding of a new phenomenon, which has interfered in the way of designing the architecture, changing its notion, and inducing the division between technology and art. The urban modernization had as characteristics: the concentration of the main modern activities in the urban core, the restructure of city spaces to fit them to new labors and changes in environmental perception through the new media, transportation, and infrastructure. The fundamental principals of this scenario allow us to embrace the process of insertion of foreign construction companies in Brazil. For this, the intention is to understand the nature of the knowledge about reinforced concrete in the scope of either, Brazilian engineering or architecture. It is known that three current themes were part of the repertoire of this technical culture: the rationale, the differential use of modern building systems, and the creation of new forms. These specialized firms in the building system were real fields for experimentation and, consequently, of formation of professionals capable of creating a new aesthetic emerged from the technique. The performance of some of these professionals has already been addressed by other works, but a gap remains: the role of construction companies in the modernization of Brazilian architecture. Based on studies of collections, such as the one from Danish contractor Christiani & Nielsen, and construction companies originated in Germany and operating in Argentina, Uruguay, and Brazil, this thesis includes, besides the already revealed objectives, the identification of construction professionals barely recognized, and their actions towards the attitudes for Brazilian modernization in the 20th century.

Orientador: Murilo Gaspardo / Resumo: Este trabalho objetiva investigar como a “colonialidade do poder” do mercado de classificação de risco de crédito limita a soberania brasileira, e a existência ou não de alternativas institucionais que possam contribuir para o enfrentamento desta questão. Para tanto, estuda de que modo as Três Grandes contaram com o domínio econômico e político dos Estados Unidos para se consolidarem no domínio do mercado, e como seus saberes impactam o preço dos ativos no mercado financeiro, configurando suas “autoridades epistêmicas”. Posteriormente, examina de que maneira seus saberes apresentam semelhanças prejudiciais ao Brasil e a outros países subdesenvolvidos em, pelo menos, dois campos: teto e rating soberanos. Dessa forma, analisa como há um enredamento entre domínio econômico-político e epistêmico, característicos da “matriz colonial de poder”, que limita ainda mais a soberania do Brasil e de outros países subdesenvolvidos, além de prejudicar seus “fins” de Estado. Diante desse quadro, pesquisa alternativas institucionais disponíveis ao país para lidar com esse assunto e com outros problemas da ordem econômica atual. / Abstract: This paper aims to investigate how the credit rating market’s “coloniality of power” limits the brazilian sovereignty, and the existence or not of institutional alternatives that might contribute to face this issue. In order to achieve this, it studies how the Big Three counted on the United States’ economic and political domination to consolidate their market’s domination, and how their knowledges impact assets prices on financial market, settling their “epistemic authorities”. Afterwards, it examines how their knowledges present harmful similiarities to Brazil and other developing countries on, at least, two fieds: sovereign ceiling and rating. Thus, it analyzes how there is an entanglement between economic-political and epistemic domination, typical from “colonial matrix of power”, that limits even more the sovereignty of Brazil and other underdeveloped countries, aside from prejudicing its State’s “ends”. Before this framework, it searches for available institutional alternatives for Brazil to cope with this issue and other problems of the current economic order. / Mestre