Esta pesquisa tem como objetivo estudar a relação entre parâmetros de compactação e de deformação permanente à luz dos ensaios de compactação giratória Superpave ® e de ensaios de compressão uniaxial estática e dinâmica. Foram estudadas 8 misturas asfálticas com a mesma granulometria (Faixa C) e tipo de agregado mineral (granito) porém variou-se o ligante asfáltico (CAP 50/70 e CAP 50/70+SBS), o volume de vazios (4% e 7%) e a adição de cal hidratada. A partir dos resultados do ensaio de compactação observou-se que a inclinação das curvas de compactação das misturas compactadas a 7% foram mais acentuadas do que as de 4% e os parâmetros incidentais deste ensaio foram sensíveis à presença de cal e à variação do asfalto das misturas testadas. Quanto aos resultados dos ensaios de creep estático e dinâmico, notou-se que as misturas com Vv de 4% e as com asfalto modificado apresentam menor suscetibilidade à deformação permanente, no entanto, essas vantagens do asfalto modificado foram observadas somente nos ensaios de creep dinâmico. No que se refere às relações entre os parâmetros de compactação e de deformação permanente, os ajuste não se mostraram promissores como verificado pela qualidade dos ajustes (R2) exceto para algumas relações com CDI e TDIm. / This research aims to study relations between compaction and permanent deformation by means of Superpave® gyratory compaction and static and dynamic creep tests. Thus, eight asphalt mixtures were evaluated which were composed by same type (granite) and gradation (dense) of mineral aggregate but two types of asphalt binder (Pen 50/70 AC and Pen 50/70+SBS AC), two different levels of air voids (4% and 7%) and the addition of hydrated lime. Compaction results indicated that curve slopes of 7% air void asphalt mixtures were stronger than the 4% ones, and compaction parameters were sensitive to lime addition and asphalt type change. Static and dynamic creep test results indicated that 4% air void and modified asphalt mixtures presented lower susceptibility to rutting, but, these modified asphalt advantages were observed only in dynamic creep tests. In regard to relation between compaction and rutting parameters, linear models did not fit accurately, excepting some CDI and TDIm ones.

The main aim of this thesis is in analyzing and empirically testing the various valuation models and hedging schemes of foreign exchange barrier options and their robustness with respect to changing of market conditions. The purpose of the main empirical section is to get a detailed understanding of the static and dynamic performance of the analyzed models for the barrier options payoff mainly in the extreme market conditions, where we performed a benchmarking of the various hedging schemes. As a by-product, we analyzed the accomplishment of some of the model assumptions in real world setting, and the model dependency of the barrier options.

Este trabalho descreve um dormente monobloco de concreto protendido, o qual foi projetado para atender as características de uma via ferroviária brasileira. O dormente apresentou comportamento e resistência semelhantes aos dormentes de concreto comumente fabricados em vários países. A fim de verificar e aprovar o projeto, o dormente foi submetido a ensaios estáticos e dinâmicos, segundo as especificações da norma americana AREMA. Verificado e aprovado o projeto, dezoito dormentes foram fabricados sem e com fibras de aço, no teor de 60 kg/'M POT.3' (aproximadamente 0,75 % por volume). Ensaios estáticos e dinâmicos foram realizados em dormentes com e sem fibras de aço, com o objetivo de quantificar o benefício das fibras de aço à resistência estrutural do dormente. As fibras aumentaram o momento fletor de primeira fissura e o momento último, aumentaram significativamente a força de início de escorregamento dos fios de protensão e reduziram o espaçamento e a abertura das fissuras. As fibras também acrescentaram grande ductilidade aos dormentes e diminuíram a tensão nos fios de protensão, nos estágios mais avançados do carregamento. Sob ação dinâmica, as fibras reduziram a tensão nos fios de protensão mais tracionados em aproximadamente 100%, o que elevou significativamente a resistência do dormente à fadiga. Dormentes fabricados com menor força de protensão apresentaram excelente comportamento plástico e grande ductilidade, especialmente o dormente com fibras / This work describes a prestressed concrete monoblock railway sleeper designed according to a brazilian railway track. The sleeper was tested according to the Arema specifications in order to verify the project. The sleeper presented a structural behavior similar to the concrete railway sleepers used worldwide. After the preliminary tests, eighteen sleepers were manufactured without and with steel fibers contents of 60 Kg/'M POT.3' (about 0.75% by volume) and they were tested under static and dynamic loading to evaluate the fiber contribution on the resistance. Steel fibers increased the first crack and ultimate bending moments, reduced the deflection under ultimate load and increased significantly the slip force of the prestressing tendons. Reinforcing the sleeper with fibers also reduced the crack width and the spacing between cracks, adding higher ductility to the sleepers and decreasing the stress in the prestressing tendons under higher loads. The fibers increased significantly the fatigue strength under cyclic loading, decreasing the stress in the prestressing tendons in about 100%. The test results showed that sleepers manufactured with lower prestressed force have higher toughness, especially those reinforced with steel fibers

Afin de répondre aux besoins en management efficace de l’énergie électrique dans les bâtiments intelligents, le laboratoire GREMAN a proposé une nouvelle topologie d’interrupteur bidirectionnel de 600 V nommé TBBS. Les études antérieures ont validé la bidirectionnalité en courant et en tension de cette nouvelle topologie. Les travaux de recherche menées dans cette thèse avaient pour l’objectif d’approfondir, de compléter nos connaissances sur ce nouvel interrupteur bidirectionnel ainsi que sur le transistor bipolaire à fort gain. Le premier chapitre introduit le fonctionnement principal du TBBS et sa modélisation physique sous un environnement de simulation à éléments finis. Le deuxième chapitre présente le travail concernant la caractérisation expérimentale du TBBS et du transistor bipolaire à fort gain sous température contrôlée. Enfin la modélisation électrique du TBBS et du transistor bipolaire à fort gain est présentée dans le troisième et dernier chapitre. / In order to meet the requirement of more efficient electrical energy management for intelligent buildings, a new 600V bidirectional switch, named as TBBS, has been proposed by the GREMAN laboratory. Previous studies have validated the current and voltage bidirectionality of this newly proposed topology. The research work carried out in this thesis deals with a deeper and more comprehensive study of this bidirectional switch and its elementary component - the High-gain bipolar juncion transistor. The first chapter introduces the operation of the TBBS and its physical modeling in a finite element simulation environment. The second chapter presentes the research work related to the experimental caracterisation of the TBBS and the High-gain bipolar junction transistor. At last the third chapter deals with the electrical modeling of these two bipolar components.

Les travaux de thèse visent à améliorer les connaissances sur le comportement parasismique des bâtiments à ossature en bois. Le comportement de ces bâtiments sous sollicitations sismiques est lié à celui de ses assemblages par connecteurs métalliques (pointes, vis, équerres, etc.). La modélisation numérique d'une telle structure s'appuie sur une démarche multi-échelles, afin de représenter les comportements locaux à l'échelle de l'ouvrage. Trois échelles sont définies. Échelle 1 : assemblages, échelle 2 : éléments de structure (mur, plancher, toiture), échelle 3 : bâtiment. A chaque échelle, une loi de comportement dédiée (hystérétique avec endommagement) permet la modélisation. Les calages ou validations s'appuient sur des campagnes d'essais expérimentaux. Diverses configurations de spécimen et divers chargements sont testés afin de construire une vaste base de données de résultats. Les essais sur les assemblages par connecteurs métalliques ont permis le calage du modèle numérique à l'échelle 1. Un modèle éléments finis (EF) détaillé de mur est validé expérimentalement en quasi-statique et en dynamique. Un modèle EF simplifié de mur (macro) permet de passer à l'échelle du bâti. Cet élément macro, calibré sur le modèle détaillé, permet de reproduire avec une précision satisfaisante le comportement dynamique d'un mur. L'assemblage d'éléments de murs (pleins ou avec ouverture) permet de tendre vers la modélisation tridimensionnelle d'une structure. Ce modèle numérique de structure permettra d'étudier, localement et globalement, le comportement parasismique des constructions à ossature bois afin de proposer des dispositifs constructifs et un dimensionnement adaptés à ces ouvrages en zone sismique. / This research aims at a better understanding of the vulnerability of timber-frame buildings against earthquakes. The behavior of these structures under seismic loading relies on their joints with metal fasteners (nails, screws, 3 dimensionnal connections, etc.). The numerical modeling of such a structure is based on a multi-scale approach, which allows to take into account the local behaviors at the structural scale. Three scales are defined: Scale 1: joints, scale 2: structural elements (shear walls, floors, roofs), scale 3: buildings. At each scale, a behavior law (hysteretic with damage) is used. The calibrations or validations are based on experimental tests. Tests on joints with metal fasteners are used to calibrate the numerical model at scale 1. A detailed finite elements (FE) model of shear wall is developped and its predictions are confronted to quasi-static and dynamic experimental results for validation. A simplified FE model of shear wall (macro element) is used to generate a numerical model at the building scale. This macro element, calibrated on the detailed FE model, accurately reproduces the dynamic behavior of a shear wall despite its simplicity. The numerical model of timber-frame buildings will be used to study, locally and globally, their behavior against earthquake in order to propose construction details and design adapted to these structures in seismic areas.

This dissertation discusses the interaction between fuel cells and the DC-DC converter just connected across its terminals. For that, it presents a modified algorithm to represent the dynamic behavior of fuel cell stacks as much the current ripple effects from power converters on such cells. PEM type fuel cells (Proton Exchange Membrane) are studied to get a reasonable model of the electrochemical and electric characteristics of the involved phenomena in the generation of electric energy from fuel cells. A T filter is used as interface between the fuel cell and the DC-DC converter. This converter must prevent large current ripples going through the cell terminals as well as keeping constant the power flow between the FC and the link DC to prevent itself of possible current transient. To connect it to the grid it was used a three-phase DC-AC converter to inject or to absorb current from the grid at reduced ripple distortion and to stabilize the DC link voltage. DC current controllers were designed to curb the link DC and AC currents within reasonable limits. Validation of the model was carried out through computer simulation in order to have an evaluation of the control system behavior both for the stack and for the injection and/or absorption of energy. Also, theoretical results with practical data from a fuel stack were compared with respect to the load variation across its terminals. / Esta dissertação discute a interação entre as células de combustível e o conversor de potência conectado aos seus terminais. Para isto é apresentado um algoritmo modificado para a modelagem dinâmica de conversores chaveados tanto quanto um estudo sobre os efeitos das ondulações de corrente sobre as células. Células do tipo PEM (Proton Exchange Membrane) são estudadas, obtendo-se um modelo razoável para análise das características eletroquímicas e elétricas dos fenômenos envolvidos na geração de energia elétrica com células de combustível. Como interface utiliza-se um conversor CC-CC associado a um filtro do tipo T . Este conversor tem a função de evitar a grande ondulação de corrente absorvida pela célula bem como, manter constante o fluxo de potência entre a FC e o barramento CC evitando-se assim, possíveis transitórios nos terminais da célula. O projeto do conversor de potência prevê a conexão à rede da concessionária através de um conversor CC-CA trifásico para injetar ou absorver corrente da rede com reduzida distorção harmônica e estabilização da tensão do barramento CC. Foram projetados controladores para a corrente CC, a tensão CC e a corrente CA. Como formas de validação foram realizadas simulações para avaliar o comportamento dos sistemas de controle para a pilha e para a injeção e/ou absorção de energia. Também foram comparados os resultados teóricos com os dados práticos de uma pilha submetida à variação de carga em seus terminais.

Les gains sur la vitesse de commutation des composants actifs actuels offrent la possibilité de faire fonctionner les convertisseurs de puissance à des fréquences de découpage supérieures à 1 MHz. Le principal verrou à la montée en fréquence des convertisseurs provient des matériaux magnétiques des composants passifs qui sont le siège de dissipations thermiques. Les matériaux magnétiques utilisés, présentant un niveau de pertes acceptable entre 1 et 5 MHz, sont des ferrites de structure spinelle de type (Ni,Zn,Cu)Fe2O4. L’objectif de cette thèse est d’apporter une contribution expérimentale à la compréhension des liens entre la microstructure et les propriétés magnétiques statiques et dynamiques.Nous avons étudié deux procédés de synthèse des ferrites spinelles Ni-Zn-Cu (Ni,Zn,Cu)Fe2O4, d’une part par voie solide classique et, d’autre part, par la méthode sol-gel Pechini. Les propriétés structurales et magnétiques des échantillons produits ont été caractérisées de manière systématique et corrélées. Nous avons réussi à maîtriser l’élaboration et la mise en ordre et à obtenir une microstructure contrôlée de grains de l’ordre du µm et de forte densité (d>92%dth). Les résultats suggèrent que les ferrites synthétisés par la méthode Pechini peuvent être une alternative à la voie classique céramique pour la réalisation de composants magnétiques à faibles pertes.L’analyse des pertes magnétiques en fréquence a permis de montrer que l’ensemble des résultats obtenus était compatible avec un mécanisme de dissipation lié à l’amortissement des spins dans les parois. Ces résultats justifient la réalisation de pièces massives denses composées de petits grains avec du cobalt pour obtenir de faibles pertes sur une large plage d’induction (jusqu’à environ 25mT). / The high commutation rate of the wide gap semiconductor (GaN) allows operating with switching frequency above 1MHz in power converters. However, current magnetic materials comprising passive components in power converters cannot sustain the rise in the operating frequency, especially above 1 MHz. The main limitation comes from the sharp increase in power losses creating thermal dissipation inside the magnetic core. The core-losses are due to dynamic magnetization process (including domain wall movement and spin rotation) and they increase with the frequency. (Ni,Zn,Cu)Fe2O4 spinel ferrite is currently the best magnetic material with limited core-losses. The objective of the Ph.D. is to experimentally contribute to the understanding of the link between the microstructure and the static and dynamic magnetic properties.Synthesis process of (Ni,Zn,Cu)Fe2O4 spinel ferrite such as sold-state reaction and Pechini method were studied. The structural and magnetic properties were systematically measured and correlated together. We managed to master the elaboration and produce high density ferrite with controlled grain size (about few µm) and high density (d>92% dth). Results suggest that ferrites synthesized by Pechini method can be considered as an interesting basis for the design of low-loss magnetic components alternatively to the conventional route.The analysis on core-loss showed that the results are compatible with a dissipation mechanism linked to spin damping inside domain walls. It justifies the production of well-densified massive pieces composed of small grains and cobalt to obtain low core-loss for large amplitude excitation (up to 25mT).

Este trabalho descreve um dormente monobloco de concreto protendido, o qual foi projetado para atender as características de uma via ferroviária brasileira. O dormente apresentou comportamento e resistência semelhantes aos dormentes de concreto comumente fabricados em vários países. A fim de verificar e aprovar o projeto, o dormente foi submetido a ensaios estáticos e dinâmicos, segundo as especificações da norma americana AREMA. Verificado e aprovado o projeto, dezoito dormentes foram fabricados sem e com fibras de aço, no teor de 60 kg/'M POT.3' (aproximadamente 0,75 % por volume). Ensaios estáticos e dinâmicos foram realizados em dormentes com e sem fibras de aço, com o objetivo de quantificar o benefício das fibras de aço à resistência estrutural do dormente. As fibras aumentaram o momento fletor de primeira fissura e o momento último, aumentaram significativamente a força de início de escorregamento dos fios de protensão e reduziram o espaçamento e a abertura das fissuras. As fibras também acrescentaram grande ductilidade aos dormentes e diminuíram a tensão nos fios de protensão, nos estágios mais avançados do carregamento. Sob ação dinâmica, as fibras reduziram a tensão nos fios de protensão mais tracionados em aproximadamente 100%, o que elevou significativamente a resistência do dormente à fadiga. Dormentes fabricados com menor força de protensão apresentaram excelente comportamento plástico e grande ductilidade, especialmente o dormente com fibras / This work describes a prestressed concrete monoblock railway sleeper designed according to a brazilian railway track. The sleeper was tested according to the Arema specifications in order to verify the project. The sleeper presented a structural behavior similar to the concrete railway sleepers used worldwide. After the preliminary tests, eighteen sleepers were manufactured without and with steel fibers contents of 60 Kg/'M POT.3' (about 0.75% by volume) and they were tested under static and dynamic loading to evaluate the fiber contribution on the resistance. Steel fibers increased the first crack and ultimate bending moments, reduced the deflection under ultimate load and increased significantly the slip force of the prestressing tendons. Reinforcing the sleeper with fibers also reduced the crack width and the spacing between cracks, adding higher ductility to the sleepers and decreasing the stress in the prestressing tendons under higher loads. The fibers increased significantly the fatigue strength under cyclic loading, decreasing the stress in the prestressing tendons in about 100%. The test results showed that sleepers manufactured with lower prestressed force have higher toughness, especially those reinforced with steel fibers

Esta pesquisa tem como objetivo estudar a relação entre parâmetros de compactação e de deformação permanente à luz dos ensaios de compactação giratória Superpave ® e de ensaios de compressão uniaxial estática e dinâmica. Foram estudadas 8 misturas asfálticas com a mesma granulometria (Faixa C) e tipo de agregado mineral (granito) porém variou-se o ligante asfáltico (CAP 50/70 e CAP 50/70+SBS), o volume de vazios (4% e 7%) e a adição de cal hidratada. A partir dos resultados do ensaio de compactação observou-se que a inclinação das curvas de compactação das misturas compactadas a 7% foram mais acentuadas do que as de 4% e os parâmetros incidentais deste ensaio foram sensíveis à presença de cal e à variação do asfalto das misturas testadas. Quanto aos resultados dos ensaios de creep estático e dinâmico, notou-se que as misturas com Vv de 4% e as com asfalto modificado apresentam menor suscetibilidade à deformação permanente, no entanto, essas vantagens do asfalto modificado foram observadas somente nos ensaios de creep dinâmico. No que se refere às relações entre os parâmetros de compactação e de deformação permanente, os ajuste não se mostraram promissores como verificado pela qualidade dos ajustes (R2) exceto para algumas relações com CDI e TDIm. / This research aims to study relations between compaction and permanent deformation by means of Superpave® gyratory compaction and static and dynamic creep tests. Thus, eight asphalt mixtures were evaluated which were composed by same type (granite) and gradation (dense) of mineral aggregate but two types of asphalt binder (Pen 50/70 AC and Pen 50/70+SBS AC), two different levels of air voids (4% and 7%) and the addition of hydrated lime. Compaction results indicated that curve slopes of 7% air void asphalt mixtures were stronger than the 4% ones, and compaction parameters were sensitive to lime addition and asphalt type change. Static and dynamic creep test results indicated that 4% air void and modified asphalt mixtures presented lower susceptibility to rutting, but, these modified asphalt advantages were observed only in dynamic creep tests. In regard to relation between compaction and rutting parameters, linear models did not fit accurately, excepting some CDI and TDIm ones.

Cette thèse étudie quelques problèmes d’identification et d’estimation dans les modèles de survie bivariée, avec présence d’hétérogénéité individuelle et des facteurs communs stochastiques.Chapitre I introduit le cadre général.Chapitre II propose un modèle pour la mortalité des deux époux dans un couple. Il permet de distinguer deux types de dépendance : l’effet de deuil et l’effet lié au facteur de risque commun des deux époux. Une analyse de leurs effets respectifs sur les primes d’assurance écrites sur deux têtes est proposée.Chapitre III montre que, sous certaines hypothèses raisonnables, on peut identifier l’évolution jointe du risque d’entrer en dépendance et du risque de mortalité, à partir des données de mortalité par cohortes. Une application à la population française est proposée.Chapitre IV étudie la queue de distribution dans les modèles de survie bivariée. Sous certaines hypothèses, la loi jointe des deux durées résiduelles converge, après une normalisation adéquate. Cela peut être utilisé pour analyser le risque parmi les survivants aux âges élevés. Parallèlement, la distribution d’hétérogénéité parmi les survivants converge vers une distribution semi-paramétrique. / This thesis comprises three essays on identification and estimation problems in bivariate survival models with individual and common frailties.The first essay proposes a model to capture the mortality dependence of the two spouses in a couple. It allows to disentangle two types of dependencies : the broken heart syndrome and the dependence induced by common risk factors. An analysis of their respective effects on joint insurance premia is also proposed.The second essay shows that, under reasonable model specifications that take into account the longevity effect, we can identify the joint distribution of the long-term care and mortality risks from the observation of cohort mortality data only. A numerical application to the French population data is proposed.The third essay conducts an analysis of the tail of the joint distribution for general bivariate survival models with proportional frailty. We show that under appropriate assumptions, the distribution of the joint residual lifetimes converges to a limit distribution, upon normalization. This can be used to analyze the mortality and long-term care risks at advanced ages. In parallel, the heterogeneity distribution among survivors converges also to a semi-parametric limit distribution. Properties of the limit distributions, their identifiability from the data, as well as their implications are discussed.