Os processos de reciclagem e produção de agregados reciclados provenientes de resíduos de construção e demolição (RCD) estão se consolidando no Brasil, mas o seu emprego não ocorre na mesma proporção. A utilização desses em pavimentação, principalmente em camadas de base e sub-base, é considerada mais conveniente que em outras áreas, visto que não necessita de procedimentos avançados de reciclagem e utiliza os mesmos processos construtivos que agregados já consagrados, como britas graduadas. Entretanto, as recomendações normativas existentes remetem à caracterização dos agregados, sendo que as alusões ao seu comportamento mecânico são idênticas às impostas para britas graduadas. Além disso, a literatura existente é limitada frente a outros materiais alternativos, o que implica restrições ao seu emprego. Buscando atenuar essas incertezas, essa pesquisa tem como objetivo analisar o comportamento mecânico de agregados reciclados provenientes de RCD, de modo a identificar suas principais características e fornecer parâmetros de anteprojeto para o dimensionamento de pavimentos que utilizam esse material como camadas de suporte. Para isso, a primeira etapa comportou uma análise dos processos de beneficiamento dos agregados reciclados, de modo a identificar como influem nas suas características, o que foi alcançado concomitantemente a segunda etapa, que consistiu na análise dos agregados por meio de ensaios específicos de caracterização física e química. A terceira e principal etapa baseou-se na análise do comportamento mecânico, que além da determinação em equipamentos convencionais, também utilizou um equipamento triaxial de grande porte que comporta corpos de prova de 25 x 50 cm, permitindo a utilização da distribuição a ser empregada em campo. Essa etapa iniciou pela análise da compactação, realizada com curvas granulométricas e modos de umedecimento distintos, onde os mais promissores foram escolhidos para verificar a influência do método de compactação, sendo ele dinâmico ou vibratório. Após essas determinações, a análise concentrou-se no módulo de resiliência, na resistência ao cisalhamento e na deformação permanente, sendo que as evoluções da deformação permanente foram classificadas segundo a teoria do Shakedown. Os resultados demonstraram que a compactação causa a quebra de agregados, porém essa é menor quando utilizada compactação dinâmica. Os RCD apresentaram bom comportamento em relação deformações elásticas, com módulo de resiliência semelhantes aos apresentados por britas. Dado a diminuição de partículas lamelares causada pela quebra durante o processo de compactação, os valores mais representativos do ângulo de atrito e do intercepto coesivo foram 41° e 60 kPa, respectivamente. As análises das deformações realizadas em multiestágios demonstraram que, se utilizados em pavimentos com baixo de volume de tráfego, para razões de tensões σd / σ3 < 2 e tensões desvio σd ≤ 210 kPa, bases compostas de RCD não vão desenvolver deformações plásticas iniciais excessivas e o material vai responder elasticamente. Além disso, essas bases estão seguras contra falhas de cisalhamento. Em suma, as análises indicam que os RCD podem ser utilizados como materiais para bases e sub-bases de pavimentos de baixo volume de tráfego, dando um destino nobre a uma matéria-prima renovável e facilmente encontrada, que na maioria das vezes é desperdiçada e cuja geração aumenta constantemente. / Construction and Demolition Waste (CDW) recycling processes are consolidating in Brazil, but their use does not occur in the same proportion. The application of such in pavement, especially in base and sub-base layers, it is considered more convenient than in other areas because it does not require advanced recycling procedures and using the same constructive processes which aggregates already established, as graded gravel. However, existing normative recommendations refer to the characterization of the aggregates, and the allusions to their mechanical behavior are identical to those imposed on graded gravel. Moreover, the existing literature is limited compared to other alternative materials, implying restrictions on its use. Seeking to mitigate these uncertainties, this research aims to analyze the mechanical behavior of recycled aggregates from CDW, in order to identify its main characteristics and provide parameters for draft design of pavements that using this material as a support layer. For this, the first step involved an analysis of the aggregates recycling procedures, in order to identify the influence of this process in their characteristics, which were concomitantly reached the second stage consisting in the analysis of aggregate by specific tests of physical and chemistry characterization. The third and main step was based on the analysis of mechanical behavior, which besides determining in conventional equipment also utilized a large triaxial device that carries specimens of 25 x 50 cm, allowing the use of the distribution to be employed in field. This step began by analyzing the compaction performed with gradation curves and distinct modes of moistening, where the most promising were chosen to investigate the influence of compaction method, either dynamic or vibration. After these determinations, the analysis focused on the resilient modulus, shear strength and permanent strain, and the evolution of permanent strain were classified according to the theory of Shakedown. The results showed that compaction causes the aggregates break, but this is less when used dynamic compaction. The CDW had good behavior relative elastic strains, with resilient modulus similar to those presented by gravel. Since the decrease of lamellar particles caused by breakage during the compaction process, the most representative values of the friction angle and cohesive intercept were 41° and 60 kPa, respectively. The analysis of the permanent strain carried out in multistage demonstrated that if used in pavements with low traffic volume, for reasons of stress σd / σ3 < 2 and deviator stress σd ≤ 210 kPa, compound bases CDW will not develop excessive initial plastic strain and the material will respond elastically. In addition, these bases are secure against shear failure. In essence, the analysis indicates that the CDW can be used as materials for bases and sub-bases of low volume traffic floors, giving a noble destiny to a renewable raw material and easily found that most of the time is wasted and whose generation is constantly increasing.

Dans le cadre du projet collaboratif FUI "HyPlate", cette étude apporte une contribution originale dans la compréhension des mécanismes impliqués lors de l'assemblage d'une pile à combustible de type PEMFC, à l'aide de la mesure ou de la prédiction des déformations et des contraintes mécaniques dans le cœur de pile ou MEA. Basée sur une analyse multi-échelle, une approche duale expérimentale et prédictive a été menée, comprenant le développement non seulement de nouvelles méthodes de mesures expérimentales mais également un modèle numérique 3D, basé sur la méthode des éléments finis. Le couplage des différents résultats expérimentaux et simulés a permis de déterminer, dans un premier temps, le niveau de contraintes (ou de déformations) dans les différents composants du stack en fonction des conditions d'assemblage, et d'analyser, dans un second temps, l'influence de différents paramètres, tels que les propriétés des matériaux des plaques bipolaires, le nombre de cellules et leur position. Il a notamment été montré que la distribution des déformations dans le cœur de pile diminuait avec le nombre de cellules et au centre du stack. Des modifications sur le système de serrage de la pile ont alors été proposées afin d'améliorer l'homogénéité de l'état mécanique global. Des mesures de force in-situ ont alors permis de valider certaines propositions et d'analyser l'influence de deux modes de serrage, en contrainte ou déformation imposée, sur la performance électrochimique de la pile. / Within the context of the FUI project "HyPlate", this thesis bring an original contribution in the understanding of the mechanisms implied during the assembly of a Proton Exchange Membrane Fuel Cell (PEMFC), through the measurements and the predictions of the mechanical stresses and strains in the fuel cell core, also known as the MEA. Based on a multi-scale analysis, a double approach experimental and predictive was followed, including not only the development of new experimental measurement methods but also a 3D numerical model, based on the finite element method. The results gathered from these two studies allowed us to determine, in a first step, the stress (or strain) level within the different stack components according to the assembly conditions, and to analyze, in a second step, the influence of different parameters such as the bipolar plate mechanical properties, the number of cells and their position. It was notably shown that the MEA strain distribution decreased with the number of cells and at the center of the stack. Some modifications of the clamping system were proposed in order to enhance the global mechanical state homogeneity. In situ measurements of the clamping force allowed us to validate some propositions made and to analyze the influence of two clamping modes, implying a constant stress or strain, on the electrochemical performance of the fuel cell.

O conhecimento do comportamento mecânico do material é vital para a previsão da durabilidade e atendimento aos requisitos iniciais de projeto. Por meio de ensaios experimentais é possível mensurar esse comportamento e utilizar como parâmetro de entrada em simulações numéricas. Nesse ponto a temperatura altera significativamente as propriedades mecânicas estáticas e dinâmicas do material. Testes de fadiga devem ser considerados na caracterização do material mesmo que um alto custo e tempo sejam necessários. Assim o objetivo deste trabalho é avaliar o comportamento termo-mecânico do policloropreno em tração e fadiga. Este estudo se fez necessário para prever a durabilidade em diversas temperaturas em mancais de rolamento de cardans que exigem rigidez e durabilidade. A abordagem proposta consiste em formular equações constitutivas que considerem as constantes dependentes da temperatura para a situação estática (ensaio de tração) e dinâmica (ensaio de fadiga). Foram estudados 4 modelos constitutivos já consagrados na literatura. Corpos de prova normatizados foram utilizados para a avaliação experimental do material tanto em tração quanto em fadiga. Pode-se concluir que esta abordagem conseguiu modelar adequadamente o comportamento mecânico em ambas as situações estudadas. / Mechanical behavior of materials is vital for predicting durability and compliance with initial requirements of the project. Through experimental tests can measure this behavior and use as an input parameter in numerical simulations. At this point temperature significantly changes static and dynamic mechanical properties of the material. Fatigue tests should be considered in material characterization even if a high-cost and time are required. So the aim of this study is evaluate the thermo-mechanical behavior of polychloroprene in tension and fatigue. This study was necessary to predict durability in various temperatures in driveshafts of rolling bearings that requires rigidity and durability. The proposed approach is formulating constitutive equations to consider the dependent constant temperature for static situation (tensile test) and dynamic (fatigue test). Four constitutive models already established in literature were studied. Standardized test specimens were used for the experimental evaluation of the material both in tension and in fatigue. It can be concluded that this approach could adequately model the mechanical behavior in both cases studied.

xix, 171 p. : ill. (some col.) A print copy of this thesis is available through the UO Libraries. Search the library catalog for the location and call number. / The field of quantum chaos investigates the quantum mechanical behavior of classically chaotic systems. This dissertation begins by describing an experiment conducted on an apparatus constructed to represent a three dimensional analog of a classically chaotic system. Patterns of reflected light are shown to produce fractals, and the behavior of the fractal dimension D F is shown to depend on the light's ability to escape the apparatus. The classically chaotic system is then used to investigate the conductance properties of semiconductor heterostructures engineered to produce a conducting plane relatively free of impurities and defects. Introducing walls that inhibit conduction to partition off sections considerably smaller than the mean distance between impurities defines devices called 'billiards'. Cooling to low temperatures enables the electrons traveling through the billiard to maintain quantum mechanical phase. Exposure to a changing electric or magnetic field alters the electron's phase, leading to fluctuations in the conductance through the billiard. Magnetoconductance fluctuations in billiards have previously been shown to be fractal. This behavior has been charted using an empirical parameter, Q , that is a measure of the resolution of the energy levels within the billiard. The relationship with Q is shown to extend beyond the ballistic regime into the 'quasi-ballistic' and 'diffusive' regimes, characterized by having defects within the conduction plane. A model analogous to the classically chaotic system is proposed as the origin of the fractal conductance fluctuations. This model is shown to be consistent with experiment and to account for changes of fine scale features in MCF known to occur when a billiard is brought to room temperature between low temperature measurements. An experiment is conducted in which fractal conductance fluctuations (FCF) are produced by exposing a billiard to a changing electric field. Comparison of D F values of FCF produced by electric fields is made to FCF produced by magnetic fields. FCF with high D F values are shown to de-correlate at smaller increments of field than the FCF with lower D F values. This indicates that FCF may be used as a novel sensor of external fields, so the response of FCF to high bias voltages is investigated. / Adviser: Stephen Kevan, Chairperson, Physics; Richard Taylor, Advisor, Physics; Robert Zimmerman, Member, Physics; Stephen Gregory, Member, Physics; David Johnson, Outside Member, Chemistry

Dans le cadre du stockage des déchets radioactifs en couches géologiques profondes (argilite du Callovo-Oxfordien), des bétons à faible alcalinité et à faible chaleur d'hydratation référencés "bas pH " ont été élaborés. L'utilisation de ces types de béton permet de limiter la dégradation des propriétés confinantes du matériau argileux type bentonite. Deux bétons bas pH à base de liants ternaires ont étudiés : un composé de ciment, fumée de silice et cendres volantes (TCV) et l'autre composé de ciment, fumée de silice et laitier moulu de haut fourneau (TL). L'objectif de l'étude est d'analyser le comportement de ces matériaux pour s'assurer : d'une mise en œuvre correcte à l'échelle industrielle, d'une bonne tenue chimique et mécanique dans le temps et d'un confinement performant. Le programme expérimental comprend la caractérisation physico-chimique et mécanique de ces matériaux à forte teneur en additions et est couplé à de la modélisation dans le but, in fine, de disposer d'outils permettant de prédire leur comportement au sein de l'ouvrage. Les résultats montrent qu'un cobroyage des constituants du liant permet d'améliorer la réactivité du liant et de s'assurer d'une bonne robustesse des formules de béton. La condition essentielle de l'obtention d'un pH de leur solution interstitielle de 11 est assurée dès 28 jours. Les bétons peuvent être considérés à faible chaleur d'hydratation du fait des échauffements rencontrés à court terme. A long terme, de hautes performances mécaniques, de faibles coefficients de perméabilité et de diffusion sont obtenus sur ces matériaux. Les modélisations de l'hydratation, de l'évolution de propriétés mécaniques, de l'endommagement, des déformations différées et des transferts hydriques ont été abordées. Le modèle d'hydratation utilisé a été adapté aux liants ternaires en prenant en compte les phénomènes de nucléation des additions sur l'hydratation du ciment. Pour les autres modèles, l'acquisition des mesures expérimentales a permis de fournir les données d'entrée pour leur utilisation et de vérifier leur validité sur des liants fortement dilués. Tous ces travaux permettent au final d'envisager sereinement la modélisation et la prédiction du comportement des structures réalisées en béton bas pH. / In the context of the radioactive wastes disposal in deep geological repository of clay, low-alkalinity and low heat of hydration concretes referenced "low pH " were designed. The degradation of the properties of the clay can be limited by using these types of concrete. Two types of low pH binder were chosen for this research: the first one is comprised of cement, silica fume and fly ash (TCV) and the other one is comprised of cement, silica fume and slag (TL). The objective of this research is to comprehend the behavior of these concrete in order to ensure the well-placing of the fresh concrete at an industrial scale and good mechanical performances, chemical stability and confining properties. The experimental program focuses on a physico-chemical and mechanical characterization of these recent materials with high pozzolanic addition content. The experimental data are then modeled for the purpose of having a tool that, in the end, is able to predict the behavior of the low pH concretes within the structure. The results show that grinding altogether the three constituents improves the reactivity of the binder and allows a good reproducibility of the low pH design. The most important criterion which is a pH of the interstitial solution below 11 is met at 28 days. The heat measurements at early age show that the low pH concretes are low heat of hydration concretes as well. In the long run, high mechanical performances, low permeabilities and diffusivities were obtained on these materials. The modeling of the hydration, evolution of mechanical properties, damage, creep and hydric transfers is also covered in this thesis. The model of hydration was adjusted to match the hydration of ternary binders by taking into account the effects of the additions such as the heterogeneous nucleation, on the hydration of the cement. As for the other models, the experimental results were used as data input to validate the models on binders with high replacement rates. Ultimately, this work allows us to contemplate serenely the modeling and the prediction of the behavior of structure made of low pH concretes.

L'objectif du projet COMPTINN (COMPosites Tièdes INNovants) est d'obtenir des matériaux composites pouvant être utilisés sur de longues durées, à des températures comprises entre 150°C et 400°C, pour des applications structurales de l'aéronautique civile. Les travaux de thèse s'inscrivent dans un objectif de développement de matériaux thermostructuraux mis au point par un procédé industrialisable pour la production de pièces en série, respectueux de l'environnement et économiquement viable. Les procédés d'élaboration choisis sont ceux utilisés pour la mise en œuvre des CMO (Composites à Matrice Organique) thermodurcissables en moule fermé et par voie liquide. Les procédés les plus conventionnels ont été sélectionnés : l'injection par transfert de résine (RTM : Resin Transfer Molding) et l'infusion de résine sous vide (LRI : Liquid Resin Infusion). Les constituants des composites sont d'une part une matrice vitrocéramique, issue d'une résine dérivée d'un système géopolymérique, et d'autre part des renforts 2D et 3D en fibres de carbone. La viscosité d'une résine est la propriété principale qui conditionne sa mise en œuvre par les procédés d'élaboration par la voie liquide. La résine utilisée étant une suspension dont la viscosité est relativement élevée, la faisabilité de l'élaboration de composites par RTM ou LRI est a priori délicate. Une attention particulière a donc été portée à la rhéologie de la résine. Les résultats de cette étude ont permis d'optimiser d'importants paramètres procédés. L'étude s'est ensuite dirigée vers l'élaboration et la caractérisation des composites. L'impact du procédé de mise en œuvre sur la microstructure et sur les propriétés thermomécaniques des composites a été évalué. L'influence d'autres paramètres procédés, tels que le taux de dilution de la résine, la direction d'imprégnation du renfort et le différentiel de pression, a été étudiée. / This research work is part of the collaborative project COMPTINN (Innovative composite materials for intermediate temperature applications). This project aims at enabling the manufacturing of competitive structural composites able to bear up continuous thermal exposure, such as in aircraft parts located close to engines. A new class of glass-ceramic matrices for structural composites was developed to reach this goal. These new matrices come from an inorganic thermosetting polymer derived from a geopolymeric system. Prepreg process is currently used to manufacture composites but these composites would be more competitive if they are produced by an easy and cost effective process technology. Liquid molding (LRI or RTM) seems to be a convenient solution. Two kinds of reinforcements were considered: a layup of several two-dimensional woven fabric plies and a three-dimensional preform.The rheological behaviour of the considered inorganic polymer was firstly investigated. The best conditions were identified to obtain the lowest viscosity of the resin in order to help the production of structural composite parts by liquid molding.Then, the research work investigates how changes in the manufacturing process impact the mechanical properties of the composites. A microstructural characterization helps to link the mechanical behavior to the processing route. The effects of varying several processing parameters have been studied such as the dilution rate of the resin, the impregnation direction or the pressure differential.

Cette thèse, réalisée en partenariat avec deux industriels, a pour objectif de mettre au point une voie de valorisation matière des résines phénoplastes (bakélite) issues de gisement de déchets plastiques. En effet, ce type de résine (thermodurcissable) n’est pour l’instant pas valorisé en fin de vie et finit en enfouissement. Pour répondre aux attentes législatives (directive DEEE, mais aussi VHU dans l’automobile), qui imposent un quota de recyclage (réutilisation et valorisation matière) et de valorisation énergétique minimum pour les déchets en fin de vie, il parait important de développer des procédés de régénération de ces plastiques ainsi que de trouver des domaines d’application pour leur utilisation en tant que matière première secondaire.Enedis, dans le cadre du déploiement de ces nouveaux compteurs électriques, collecte les anciens compteurs et équipements installés et cherche une solution de recyclage adaptée. Une partie de ce gisement important de déchets est constituée de plastiques de tous types en mélange, et en particulier de bakélite. Le travail de cette thèse s’est concentré sur le traitement et la régénération de ce gisement.Dans un premier temps, un schéma de démantèlement et de tri de ce gisement varié a été mis en place. Il est basé sur une étude des matières présentes dans le gisement, en particulier plastiques. La présence d’additifs est également évaluée, en particulier celle de substances contrôlées comme les retardateurs de flamme halogénés, le cadmium, etc. L’objectif était d’optimiser le procédé de séparation des matières en vue d’obtenir des gisements de matières régénérées de pureté suffisante pour le réemploi, tout en limitant la présence d’additifs contrôlés pour respecter les concentrations maximales légales.Pour valoriser les résines phénoplastes issues de ce gisement, la voie envisagée consiste à réutiliser cette matière sous forme de charges incorporées au sein de matrices thermoplastiques (éventuellement régénérées). Pour ce faire, une étude de la transformation de la bakélite par broyage pour obtenir un produit de granulométrie très fine (micronisation) a été réalisée. La distribution granulométrique, la morphologie et son état physico-chimique de surface ont été évaluées en fonction des paramètres du procédé. Après incorporation à différents taux de charge dans des matrices thermoplastiques, les propriétés mécaniques en quasi-statique et dynamique des composites ont été évaluées. La fonctionnalisation des charges/matrices et l’incorporation d’agents compatibilisants ont permis d’améliorer la cohésion des interfaces. Une modélisation par homogénéisation a été réalisée pour rendre compte de l’influence des différentes variables sur la tenue mécanique des composites.Le comportement au feu des composites formulés a également été étudié. Du fait de la stabilité thermique élevée de la bakélite et du taux de char important formé lors de sa combustion, il est envisagé d’utiliser les charges phénoplastes comme donneur de carbone dans la formulation d’un système retardateur de flamme intumescent. Des additifs appropriés, comme une source d’acide et un agent gonflant, seront évalués pour la formulation du système. / The main goal of this PhD project, born from a partnership between EMA, APR2 and Enedis, was to develop a material recycling solution for phenolic molding compound (PMC, or Bakelite). Indeed, these types of thermoset material are hardly valorized and end up in landfill, mostly because of the lack of technically and economically viable solutions for recycling.Phenolic molding compound material are present in large amount in End of Life (EOL) electrical meter waste stream. Therefore, Enedis committed to find a valorisation scheme for these materials. This PhD work is aimed to develop a recycling process for PMC issued from this waste stream.Firstly, a dismantlement and sorting scheme was designed. It is based on the study of the waste stream material composition – in particular the plastic stream. The presence of regulated substances (such as halogenated flame retardant, etc.) in plastic formulations was assessed. The objective was to optimize the separation process to recover materials with a high degree of purity.The proposed recycling solution consists in using the PMC as a functional filler in a thermoplastic matrix. To do so, a comminution scheme was developed to reduce the size of the PMC part. The particle size distribution, morphology and surface chemistry of the obtained products were characterized. Quasi-static and dynamic mechanical properties of composite materials incorporating micronized PMC were determined. Various coupling schemes were studied in order to increase the adhesion between filler and matrix. The mechanical behaviour of the composite materials was also modelized using finite element methods.The fire behaviour of the composite material incorporating PMC filler was also studied. Because of the high thermal stability and high char yield of phenolic molding compound, its potential use as a carbon donor in intumescent flame retardant formulations was finally assessed.

Os processos de reciclagem e produção de agregados reciclados provenientes de resíduos de construção e demolição (RCD) estão se consolidando no Brasil, mas o seu emprego não ocorre na mesma proporção. A utilização desses em pavimentação, principalmente em camadas de base e sub-base, é considerada mais conveniente que em outras áreas, visto que não necessita de procedimentos avançados de reciclagem e utiliza os mesmos processos construtivos que agregados já consagrados, como britas graduadas. Entretanto, as recomendações normativas existentes remetem à caracterização dos agregados, sendo que as alusões ao seu comportamento mecânico são idênticas às impostas para britas graduadas. Além disso, a literatura existente é limitada frente a outros materiais alternativos, o que implica restrições ao seu emprego. Buscando atenuar essas incertezas, essa pesquisa tem como objetivo analisar o comportamento mecânico de agregados reciclados provenientes de RCD, de modo a identificar suas principais características e fornecer parâmetros de anteprojeto para o dimensionamento de pavimentos que utilizam esse material como camadas de suporte. Para isso, a primeira etapa comportou uma análise dos processos de beneficiamento dos agregados reciclados, de modo a identificar como influem nas suas características, o que foi alcançado concomitantemente a segunda etapa, que consistiu na análise dos agregados por meio de ensaios específicos de caracterização física e química. A terceira e principal etapa baseou-se na análise do comportamento mecânico, que além da determinação em equipamentos convencionais, também utilizou um equipamento triaxial de grande porte que comporta corpos de prova de 25 x 50 cm, permitindo a utilização da distribuição a ser empregada em campo. Essa etapa iniciou pela análise da compactação, realizada com curvas granulométricas e modos de umedecimento distintos, onde os mais promissores foram escolhidos para verificar a influência do método de compactação, sendo ele dinâmico ou vibratório. Após essas determinações, a análise concentrou-se no módulo de resiliência, na resistência ao cisalhamento e na deformação permanente, sendo que as evoluções da deformação permanente foram classificadas segundo a teoria do Shakedown. Os resultados demonstraram que a compactação causa a quebra de agregados, porém essa é menor quando utilizada compactação dinâmica. Os RCD apresentaram bom comportamento em relação deformações elásticas, com módulo de resiliência semelhantes aos apresentados por britas. Dado a diminuição de partículas lamelares causada pela quebra durante o processo de compactação, os valores mais representativos do ângulo de atrito e do intercepto coesivo foram 41° e 60 kPa, respectivamente. As análises das deformações realizadas em multiestágios demonstraram que, se utilizados em pavimentos com baixo de volume de tráfego, para razões de tensões σd / σ3 < 2 e tensões desvio σd ≤ 210 kPa, bases compostas de RCD não vão desenvolver deformações plásticas iniciais excessivas e o material vai responder elasticamente. Além disso, essas bases estão seguras contra falhas de cisalhamento. Em suma, as análises indicam que os RCD podem ser utilizados como materiais para bases e sub-bases de pavimentos de baixo volume de tráfego, dando um destino nobre a uma matéria-prima renovável e facilmente encontrada, que na maioria das vezes é desperdiçada e cuja geração aumenta constantemente. / Construction and Demolition Waste (CDW) recycling processes are consolidating in Brazil, but their use does not occur in the same proportion. The application of such in pavement, especially in base and sub-base layers, it is considered more convenient than in other areas because it does not require advanced recycling procedures and using the same constructive processes which aggregates already established, as graded gravel. However, existing normative recommendations refer to the characterization of the aggregates, and the allusions to their mechanical behavior are identical to those imposed on graded gravel. Moreover, the existing literature is limited compared to other alternative materials, implying restrictions on its use. Seeking to mitigate these uncertainties, this research aims to analyze the mechanical behavior of recycled aggregates from CDW, in order to identify its main characteristics and provide parameters for draft design of pavements that using this material as a support layer. For this, the first step involved an analysis of the aggregates recycling procedures, in order to identify the influence of this process in their characteristics, which were concomitantly reached the second stage consisting in the analysis of aggregate by specific tests of physical and chemistry characterization. The third and main step was based on the analysis of mechanical behavior, which besides determining in conventional equipment also utilized a large triaxial device that carries specimens of 25 x 50 cm, allowing the use of the distribution to be employed in field. This step began by analyzing the compaction performed with gradation curves and distinct modes of moistening, where the most promising were chosen to investigate the influence of compaction method, either dynamic or vibration. After these determinations, the analysis focused on the resilient modulus, shear strength and permanent strain, and the evolution of permanent strain were classified according to the theory of Shakedown. The results showed that compaction causes the aggregates break, but this is less when used dynamic compaction. The CDW had good behavior relative elastic strains, with resilient modulus similar to those presented by gravel. Since the decrease of lamellar particles caused by breakage during the compaction process, the most representative values of the friction angle and cohesive intercept were 41° and 60 kPa, respectively. The analysis of the permanent strain carried out in multistage demonstrated that if used in pavements with low traffic volume, for reasons of stress σd / σ3 < 2 and deviator stress σd ≤ 210 kPa, compound bases CDW will not develop excessive initial plastic strain and the material will respond elastically. In addition, these bases are secure against shear failure. In essence, the analysis indicates that the CDW can be used as materials for bases and sub-bases of low volume traffic floors, giving a noble destiny to a renewable raw material and easily found that most of the time is wasted and whose generation is constantly increasing.

A la composition Mg-31 at.% Al, le système Magnésium-Aluminium présente un eutectique dont la microstructure est formée d'une matrice de phase métallique complexe gamma-Mg17Al12 et de fibres de Magnésium. Au cours de la thèse, une série d'alliages Mg-Al eutectiques et hypo-eutectiques a été élaborée par solidification afin d'obtenir des composites in situ à différentes fractions volumiques de phase complexe. Ces alliages constituent un type nouveau de composites à phases métalliques complexes. L'étude du comportement mécanique à l'ambiante révèle la possibilité d'une plasticité de ces composites même pour des fractions volumiques élevées de phase gamma-Mg17Al12, phase très dure mais fragile à l'état massif. A chaud (250°C-350°C), pour tous les composites, le comportement en compression est caractérisé par un pic de contrainte suivi d'un adoucissement prononcé. L'étude microstructurale suggère que, à l'ambiante, la déformation plastique est possible grâce à la microstructure à fine échelle de la phase métallique complexe gamma-Mg17Al12. A chaud, le comportement peut s'interpréter par des mécanismes de recristallisation dynamique et de glissements aux joints de grains. / For a 31 at.% Al content, the Mg-Al system shows a eutectic mixture formed by Mg fibers embedded in a matrix of a complex metallic phase, the gamma-Mg17Al12 phase. During the thesis, eutectic and hypoeutectic Mg-Al alloys have been prepared by solidification to obtain in situ composites with various volume fractions of complex phases. These alloys appear as a new kind of composites containing complex metallic phases. The mechanical behaviour at room temperature shows that plasticity is possible even for high volume fraction of the gamma-Mg17Al12 phase, a phase which is very hard but brittle at room temperature. At high temperature (250°C-350°C), for all composites, compression tests exhibit a stress peak followed by a pronounced softening. Microstructural studies suggest that the room temperature plasticity is related to the fine scale microstructure of the complex metallic phase gamma-Mg17Al12. At high temperature, the mechanical behavior results preferentially from dynamic recrystallisation and grain boundary sliding.

A crescente preocupação ambiental e a atual crise energética fazem com que indústrias, de um modo geral, intensifiquem esforços para maximização de processos de produção e reutilização de subprodutos gerados. Na siderurgia a produção do aço é realizada por meio da extração do minério de ferro adicionando-se fundentes, gerando como subproduto uma ganga em forma de escória de alto forno. Na presente pesquisa foram compostas misturas de concreto compactado com rolo CCR visando o emprego como base de pavimentos, utilizando três diferentes materiais de granulometria miúda: areia natural, areia industrial e escória granulada de alto forno (com dimensão máxima de 4,8 mm) nas quantidades de 50 % e 100 %; para fins de análise da influência destas diferentes areias foram confeccionados corpos de prova cilíndricos e prismáticos moldados na umidade ótima e no ramo seco da curva de compactação. Foram investigados parâmetros referentes à umidade de compactação, massa específica, resistências à tração indireta e à tração na flexão, módulos de elasticidade por pulso ultrassônico, além de módulos de elasticidade estáticos obtidos a partir de curvas tensão-deformação e por analogia de Möhr (medida de flecha em vigotas em flexão). Visando avaliar a aplicabilidade dos CCR estudados, em especial aquele com escória, foi utilizado o programa computacional MnLayer (para análise de tensões em pavimentos asfálticos) empregando camada de base rígida em CCR para estruturas de pavimentos sujeitos à ação de cargas do tráfego de veículos rodoviários, portuários e aeroportuários, observando a influência dos três tipos de agregados miúdos no nível de tensões da camada cimentada, o que depende em grande parte do módulo de elasticidade da camada de base. Observou-se queda nas resistências dos CCR quando da incorporação de 50 % ou 100 % de escória granulada; por outro lado, essas misturas apresentaram ganhos de resistência em idades mais avançadas em comparação a misturas que empregaram areias natural ou industrial. O módulo de elasticidade dos CCR, com a presença da escória, parcial ou total como fração areia, em geral decresceu à exceção de seu emprego em conjunto com areia natural. As misturas com escória granulada, do ponto de vista de análise mecanicista, resultaram em exigências de maiores espessuras do material, o que não pode fazer tal mistura economicamente viável em qualquer situação, para os casos de misturas com 100 % de escória granulada de alto forno e com fração mista de areia natural e escória. / The increasing environmental concerns as well as energy sources shortage leads industry to consider both optimization of production processes and sustainable use and disposal of its by-pass products. In siderurgical steel manufactures the most common by-pass product is the blast furnace slag with emphasis to its granulated shape. This study considered the evaluation of rolled compacted concretes (RCC) mixtures containing natural or industrial sands as well as such slags at 50% and 100% (with maximum diameter of 4.8 mm) as candidates for pavement base layers. The analysis considered laboratory compaction tests in order to verify the influence of such sands on concrete physical parameters as bulk density and optimum moisture content. Evaluation of mechanical parameters as indirect tensile strength, flexural strength, ultrasonic modulus of elasticity and static modulus of elasticity were carried out as part of the study. Through mechanistic analysis using the elastic layered theory-based computational program MnLayer it was possible to verify implications of each RCC mixture design on pavement thickness and tensile stresses in cemented base layers, in consideration of highway, harbor and airport vehicles. Loss of resistance was verified for RCC mixtures at 50% and 100% slag sand; on the other hand such mixtures have improved its strengths at advanced ages (180 days) compared to the other sands. The modulus of elasticity also decreased for mixtures containing slag sands with exception to the blend of natural and slag sand. Under the mechanistic stand point slag sand mixtures requires thicker base layers in pavements that could lead, depending on several factors, to less cost-effective results in the case of 100% slag sands mixtures and blend (50%-50%) natural and slag sands mixtures.