Advanced technologies for the automotive industry require improved designed precision in different areas. Research is needed in order to meet customer demand and satisfaction to increase durability, efficiency, and reliability. That is why continuous development in transmission system has been an exciting topic for many years. The gears in the transmission system demand high resistance against repeated loads acting on the teeth and the ability to engage without energy loss. The intention is to support that effort by investigating seven design cases of a parallel helical gear pair. This master thesis aims to study a gear design concept of adding a supporting ring to reduce the root bending- and contact stresses. To implement this study, seven different design cases were modelled to study the effect of changing the design. One or two support ring structures were added, or the thickness was increased of the gear considered exposed to high stresses. The purpose is to gain a comparative advantage in the automotive industry. M1 is a reference standard design, while the other models (M2-M5/P1-P3) are modified designs with additional rings or changed in thickness. Simulation is an effective and an useful tool to understand and visualize how the complex interaction of the transmission component appears to be. A finite element method (FEM) program was used to investigate these models. The gear pairs were imported into the pre-processor ANSA, the FEM program Abaqus 2017 was used as a solver, and the results were extracted from the post-processor META. To support the aim of this thesis, two of the seven FEM models were validated against a specialized gear calculated program, WindowsLDP, in order to determine the robustness of the simulation models. The transmission error (TE) measurements, root bending- and contact stresses were observed for the validation. Introducing the different models M3-M5 and P1-P3, the root and contact stresses were reduced by 1.2-4.4 and 0.07-4.3 %, respectively, compared to M1. The transmission error TE could differ as much as 85% in M2-M3 as compared to M1. Systematic errors were generated in model M2, therefore the low root stresses obtained in M2 should be considered carefully. Implementing the so-called misalignment measurement, tilting parameter, microgeometry, and profile modification related to crowning and tip relief is discussed and believed to reduce TE measurements, root- and contact stresses. These modifications have not been studied in this thesis. The LDP results showed a trend of higher values compared to the FEM results, which was suggested to be further investigated in the future. / Dagens avancerade teknik inom fordonsindustrin kräver förbättrad precision hos konstruktioner inom olika områden. Forskning behövs för att möta kundernas efterfrågan och för att öka hållbarhet, effektivitet och tillförlitlighet. Detta är varför kontinuerlig utvecklingen av växellådssystem har varit ett hett ämne i många år. Kugghjulstransmission skall ha högt motstånd mot upprepande belastning som förekommer på tänderna och skall även ha en minimal energiförlust. Detta examensarbete siktar mot att stödja den fortsatta utvecklingen inom området genom en fallstudie, mer specifikt för att studera sju olika kugghjulsmodeller som behandlar ett parallellt spiralformade kugghjul. Målet med detta examensarbete är att studera ett kugghjulskoncept där en ring appliceras för att reducera rot- och kontaktspänningar. Utförandet sker genom att studera sju olika modeller, för att veta hur stor påverkan designen utgör. En eller två stödringstrukturer appliceras, eller att öka kuggbredden på det kugghjul som anses vara det mest kritiska för höga spänningar. Denna studie görs för att kugghjulstillverkaren ska vara i utvecklingens framkant och kunna konkurrera inom fordonsindustrin. M1 ären referens och standard designmodell, medan de andra modellerna (M2-M5/ P1-P3) är modifierade design där med ytterligare ringar eller ändrad kuggbredd. Simulering är en effektiv metod för att förstå och visualisera komplexiteten av komponenter inom växellådan. Ett finita elementmetodens program användes för att undersöka dessa modeller, genom att importera geometrierna till pre-processorn ANSA, där Abaqus 2017 användes som en lösare, där sedan resultaten extraheras från post-processorn META. För att stödja denna studien användes två av de sju FEM-modellerna till att valideras mot ett annat specialiserat kugghjulsprogram inom kuggberäkning som heter WindowsLDP. Detta med avsikt att fastställa simuleringsmodellernas robusthet. Det så kallade överföringsfelet, rotböjnings- och kontaktspänningarna var ingående parametrar som behandlades under valideringen. Modellerna M3-M5/P1-P3 introducerades, där rotböjsspänningen och kontaktspänningen reducerades med 1.2-4.4 och 0.07-4.3% när de jämfördes med M1. Överföringsfelet (TE) kunde skilja upp mot 85% mellan M2-M3 jämfört med M1. Ett systematiskt fel uppstod i modell M2, modellens robusthet kunde därmed ej fastställas, då modellens resultat bör övervägas noggrant. Införande av så kallade växelförskjutning, lutning/vippning parametrar, mikrogeometrier och profilmodifieringen relaterat till kronning och tipavlastning, kommer att genera minskade TE-mätningar samt rot- och kontaktspänningar för de spiralformade kugghjulen. Dessa ämne har ej studerats under detta examensarbete. LDP-resultaten visade högre värden relativt jämfört med de FEM resultat, där en trend kunde observeras. Slutsatsen föreslog att detta bör undersökas ytterligare i framtiden.

Cette thèse s’intéresse à l’efficacité des renforcements par matériaux composites à base de fibres carbone (CFRP : Carbon Fiber Reinforced Polymer) par la technique NSM (Near Surface Mounted ; réalisation d’engravures sur la surface du béton) pour requalifier les structures corrodées. Elle est composée d’une partie expérimentale et d’une partie modélisation par la méthode des Eléments Finis (EF). La technique NSM consiste à réaliser des engravures sur la surface du béton où sont insérés les joncs de carbone rendus adhérents par remplissage d’une résine époxy. Les éléments étudiés dans cette thèse sont des poutres en béton armé naturellement corrodées pendant 28 années d’exposition à un environnement salin. Dans cette thèse, nous nous intéressons aux modes de rupture et à la capacité portante à la fois : en flexion et à l’effort tranchant. Le degré de corrosion a été mesuré par la méthode de perte de masses locales après la fin des essais mécaniques sur les barres longitudinales ainsi que sur les cadres d’effort tranchant. La première partie présente les résultats expérimentaux obtenus sur une poutre corrodée et une poutre témoin réparée ou renforcée en flexion par un jonc de carbone de 6 mm de diamètre inséré dans la surface tendue par la technique NSM. Les essais ont pour objectif d’étudier la capacité portante, la flèche à la ruine, la rigidité en flexion et le mode de ruine des deux poutres afin de vérifier l’efficacité du renforcement ou de la réparation... La seconde partie présente les résultats expérimentaux obtenus sur des poutres courtes permettant de mettre en avant la résistance vis à vis de l’effort tranchant. A partir des poutres longues testées dans la première partie, deux poutres courtes corrodées et deux poutres courtes témoins sont extraites. Une poutre courte corrodée et une poutre témoin sont réparées ou renforcées en flexion et une poutre corrodée et une poutre témoin sont en plus réparées ou renforcées vis-à-vis à l’effort tranchant par des joncs de carbone de 6 mm de diamètre par la technique NSM. L’éventuel glissement des armatures longitudinales sur les appuis a été mesuré durant les essais de flexion 3 points. Les résultats expérimentaux montrent que la corrosion des armatures longitudinales et la corrosion des cadres d’effort tranchant n’affectent pas le mode de ruine et modifient très peu les capacités portantes. La réparation vis-à-vis de l’effort tranchant avec la technique NSM change le mode de ruine de la formation d’une fissure diagonale due au glissement des barres d’acier tendues, à la formation d’une large fissure de flexion à mi-travée suivie de l’écrasement du béton comprimé... La troisième partie s’intéresse à la modélisation par la méthode de modélisation par EF du comportement global en flexion. Une première approche 2D est élaborée avec le code FEMIX développé à l’Université de Minho par le professeur Barros. Cinq poutres sont modélisées : 3 corrodées dont une réparée par la technique NSM et 2 témoins dont une renforcée par la technique NSM. La modélisation par EF donne de bons résultats sauf dans le cas de la poutre corrodée réparée dont le mode de ruine est non conventionnel (séparation du béton d’enrobage)... La quatrième et dernière partie est consacrée à l’étude numérique des poutres courtes. Quatre poutres sont modélisées : 2 corrodées réparées dont une réparée vis-à-vis de l’effort tranchant et 2 témoins renforcées dont une renforcée vis-à-vis de l’effort tranchant. La modélisation par EF est faite en 3D en utilisant le code FEMIX. Les résultats numériques reproduisent correctement les aspects importants du comportement force-flèche ainsi que les modes de fissuration à la ruine pour les poutres réparées vis-à-vis de l’effort tranchant ou non. / The thesis is composed of an experimental and Finite Element Modeling (FEM) study, investigating the effectiveness of the (Near Surface Mounted CFRP rods technique (NSM)) on the corroded RC beams. In the NSM technique, the CFRP rods are placed inside pre-cut grooves and are bonded to the concrete with epoxy adhesive. The thesis studies the failure modes and the mechanical performance of the corroded RC beams due to steel corrosion and finally, the prediction of the mechanical behaviour of the repaired corroded RC beams using nonlinear models based on FE numerical modelling. The corroded RC beams studied here in this study were exposed to natural corrosion for more than 28 years. The first part includes experimental results which were obtained on two beams: (one corroded and one control beams, both are 3 metres long) repaired or strengthened in bending with one 6-mm-diameter NSM CFRP rod. The beams were tested in a three-point bending test up to failure. Overall stiffness was studied. Ultimate capacity, ductility and failure modes were also reviewed. Finally some comparisons were made between repaired and non-repaired beams in order to assess the effectiveness of the NSM technique... The second part discusses the experimental results of two short corroded beams, which were tested under three-point bending until failure, along with two short control beams of the same characteristics (age, length and cross-section). One RC corroded deep beam was repaired in bending and the other one was repaired in both bending and shear with NSM CFRP rods. After the beams had been tested up to failure, the main steel bars and the stirrups were extracted from the beams and the loss of mass was measured and plotted for both the longitudinal and transverse reinforcement. The slip of tensile reinforcement at the end of the beams was also measured during the tests. The effect of corrosion and the effect of repairing with CFRP NSM rods in bending and shear on the behaviour of deep beams are discussed. Experimental results showed that both corroded and control deep beams repaired only in bending failed due to shear failure mode(diagonal tension failure), while corroded and control beams repaired in both bending and shear failed due to concrete crushing. The test results also showed that the corrosion of both longitudinal and transversal reinforcement hardly modified the mechanical response of deep beams... The third part shows experimental results and numerical modelling results of 2D finite element model using the FEMIX computer code were obtained on five, 3-metre-long beams: three corroded RC beams and two control beams. Two beams, one corroded and one control were repaired or strengthened in bending with NSM CFRP rod and were then tested in three-point bending up to failure. The FE numerical modelling results from FEMIX were compatible with the experimental ones except for the repaired corroded beam, for which a three-dimensional model using the commercial software ABAQUS was required... Finally, the last part presents 3D numerical modelling results in terms of load-deflection curves, and failure modes for 4 short corroded beams: two corroded beams and two control beams, half of the beams were let repaired or strengthened in bending only with NSM CFRP rods while the others were repaired or strengthened in both bending and shear with NSM technique. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for both shear-repaired and non-shear repaired beams, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support.

O ensaio SPT (Standard Penetration Test), é o ensaio de campo geotécnico mais usado no Brasil e grande parte do mundo. A ampla utilização deste ensaio no âmbito da engenharia geotécnica deve-se à sua simplicidade, baixo custo, grande experiência prática e facilidade de aplicação dos seus resultados. Os principais objetivos do ensaio são a determinação do índice de resistência do solo (NSPT) e amostragem. Apesar de ser muito utilizado na estimativa da capacidade de carga de fundações, o ensaio SPT tem sido questionado pelo fato de que o índice NSPT é utilizado em correlações empíricas baseadas em observações práticas, sem nenhum fundamento científico. Além do mais, seus resultados apresentam significativas dispersões. Para analisar racionalmente os resultados do ensaio e de possibilitar a comparação dos diferentes resultados de distintas equipes, é necessário conhecer as quantidades de energia envolvidas na penetração do amostrador no solo. Tais análises requerem o conhecimento da eficiência do equipamento (η) e a força de reação dinâmica do solo à cravação do amostrador (RD). Neste cenário, o presente trabalho aborda a interpretação racional dos resultados de ensaios SPT a partir de simulações numéricas realizadas com o software Abaqus/Explicit®. Esse programa fornece os deslocamentos do amostrador (Δρ), força de reação dinâmica do solo (RD), e as forças de reação nas paredes laterais externa e interna do amostrador (R1 e R2). Baseando-se nos resultados dos modelos numéricos, foi possível calcular a eficiência do equipamento, a partir da força de reação dinâmica do solo, as resistências unitárias de atrito atuantes nas paredes e a resistência unitária na ponta do amostrador. Também foi possível determinar a relação entre as resistências unitárias de atrito desenvolvidas no interior e exterior do amostrador (fator de atrito a). Os resultados obtidos foram comparados com resultados de trabalhos experimentais e valores teóricos determinados com base no Princípio de Hamilton da conservação da energia. Também foi possível simular uma prova de carga dinâmica com energia crescente no amostrador, variando a altura de queda do martelo. Isso confirmou que a resistência mobilizada do solo para certa energia aplicada pode estar bem abaixo da ruptura e apenas representar um ponto na curva de resistência mobilizada versus deslocamento. / The Standard Penetration Test (SPT) is one of the most used geotechnical tests in the world. The wide use of this test in the context of geotechnical engineering is due to its simplicity, low cost, large practical experience and its ease of application of results. The main objectives of the test are the determination of soil resistance index (NSPT) and sampling. Despite being widely used in estimating the bearing capacity of foundations, the SPT test has been questioned by the fact that the NSPT index is used in empirical correlations based on practical observations, with no scientific basis. Furthermore, its results show significant dispersions. To analyze rationally the test results and to make possible to compare different results obtained from different equipment, it is necessary to know the amounts of energy existing during the penetration of the sampler into soil. Such analyses require information about the equipment efficiency (η) and the dynamic soil reaction force during the sampler penetration (RD). In this scenario, this work addresses the rational interpretation of SPT test results from numerical simulations performed with the Abaqus/Explicit software. This program provides the sampler displacements (Δρ), the dynamic soil reaction force (RD) and the external and internal reaction forces acting on the sampler walls (R1 e R2). Based on the results of the numerical models, it was possible to calculate the efficiency of the equipment, from the dynamic soil reaction force, the unit friction resistance acting on the sampler walls and the unit resistance at the sampler tip. In addition, it was possible to estimate the relationship between the unit friction resistance acting on the internal and external walls of the sampler (friction factor a). The numerical results were compared with experimental results and theoretical values, obtained using the Hamilton\'s principle of conservation of energy. Furthermore, it was possible to simulate a dynamic load test with increasing energy applied to the sampler, by varying the height of fall of the hammer. It was obtained the confirmation that resistance mobilized for a certain level of energy applied to the sampler may be below the failure load and represent only a point on the graph curve mobilized resistance versus displacement.

O estudo do comportamento de estruturas em situação de incêndio tem se tornado cada vez mais importante devido às graves consequências de incêndios que têm ocorrido no Brasil e em outros países. Por esse motivo, este trabalho tem como objetivo estudar o comportamento residual do concreto com pérolas de EPS sob altas temperaturas, pois se pretende utilizar esse concreto em painéis e em lajes pré-moldadas para a construção de edifícios de pequeno e de médio porte, por ele ser um concreto muito leve, com massa específica em torno de 1170 kg/m3, um pouco menos da metade da relativa ao concreto convencional. Para este estudo, foram utilizados corpos de prova cilíndricos e prismáticos, seguindo recomendações nacionais e internacionais. As análises foram realizadas para 200ºC, 400ºC e 600ºC, e foram avaliadas: massa específica, resistência à compressão, módulo de elasticidade estático, módulo de elasticidade dinâmico, resistência à tração por compressão diametral, resistência à tração na flexão e fator de tenacidade. Para esses dois últimos, foram utilizadas fibras de aço nas seguintes taxas: 0,3%, 0,6% e 0,9%. Os resultados foram comparados com os de concreto com EPS em temperatura ambiente e com os de concreto convencional, que já tem alguns resultados disponíveis na literatura técnica. Também foi realizada uma análise térmica numérica, utilizando o software ABAQUS 14, para calibrar duas propriedades: calor específico e condutividade térmica. Para isso, foram utilizados resultados obtidos na análise experimental. Os resultados numéricos e experimentais foram coerentes com os esperados. Os experimentais apresentaram redução de valor à medida que a temperatura aumentava, e comportamento pior em comparação ao concreto convencional. A adição de fibras aumentou a resistência à tração na flexão e também a tenacidade, tanto em temperatura ambiente quanto em temperaturas elevadas. / The study of the structures behavior in fire has become increasingly important due to the serious consequences of fires that have occurred in Brazil and in other countries. Therefore, this work aims to study the residual behavior of concrete with EPS beads under high temperatures, because it is intended to use it in panels and precast slabs for the construction of small and medium-sized buildings, for it is a very light concrete, with a density around 1170 kg/m3, slightly less than half that of conventional concrete. For this study, cylindrical and prismatic specimens were used, following national and international standards. The analyses were carried out to 200°C, 400°C and 600°C, and were evaluated: density, compression strength, static modulus of elasticity, dynamic modulus of elasticity, splitting tensile strength, flexural tensile strength, and toughness factor. For the latter two, steel fibers were used at the following rates: 0.3%, 0.6% and 0.9%. The results were compared with those of concrete with EPS at room temperature, and with conventional concrete which already has some results available in the technical literature. A numerical thermal analysis was also performed, using ABAQUS 14 software, to calibrate two properties: specific heat and thermal conductivity. For this, results obtained in the experimental analysis were used. The numerical and experimental results were consistent with those expected. The experimental results showed reduction of value as temperature increased, and worst behavior in comparison to ordinary concrete. The addition of fibers increased tensile strength in bending and also the toughness, both at room temperature and at elevated temperatures.

Submitted by Geandra Rodrigues (geandrar@gmail.com) on 2018-04-18T13:51:58Z No. of bitstreams: 1 marcusviniciusdesouzaferraz.pdf: 4103901 bytes, checksum: e4adcd64380c6ba8941b29bcc9d0abfd (MD5) / Approved for entry into archive by Adriana Oliveira (adriana.oliveira@ufjf.edu.br) on 2018-04-19T17:48:41Z (GMT) No. of bitstreams: 1 marcusviniciusdesouzaferraz.pdf: 4103901 bytes, checksum: e4adcd64380c6ba8941b29bcc9d0abfd (MD5) / Made available in DSpace on 2018-04-19T17:48:41Z (GMT). No. of bitstreams: 1 marcusviniciusdesouzaferraz.pdf: 4103901 bytes, checksum: e4adcd64380c6ba8941b29bcc9d0abfd (MD5) Previous issue date: 2018-02-27 / CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / O conhecimento da topografia das superfícies e uma compreensão da interação entre elas é essencial para qualquer estudo que envolva os fenômenos de atrito, desgaste e lubrificação. O estudo da relação entre o atrito e os parâmetros de rugosidade é um problema difícil e de interesse tanto industrial como acadêmico e trabalhos experimentais e teóricos têm mostrado que uma película de fluido entre duas superfícies rugosas em movimento relativo impede o contato sólido - sólido e pode proporcionar atrito muito baixo e desgaste desprezível. A modelagem matemática utilizada neste trabalho é baseada em modelos clássicos, tais como a equação de Reynolds para a descrição dos fenômenos hidrodinâmicos e as formulações de Hertz (1896) e Greenwood e Williamson (1966) para a modelagem do contato das asperezas entre as superfícies rugosas. Para tratar a complexidade das interações entre o fluido e os pares sólidos contactados, a descrição Lagrangiana-Euleriana Arbitrária é apresentada nesta pesquisa. Através do Método dos Elementos Finitos um modelo tridimensional é gerado no Abaqus ®, a fim de identificar as pressões de contato, as tensões tangenciais e normais resultantes e os coeficientes de atrito decorrrentes do deslizamento entre uma superfície texturizada e lubrificada e um plano rígido (em analogia aos modelos de contato clássicos), cujos perfis de rugosidade são construídos a partir de informações da rugosidade média quadrática de superfícies dentárias. São avaliados também a sensibilidade de alguns parâmetros do lubrificante na determinação do coeficiente de atrito e são propostos modelos com condições de contorno distintas. Entretanto, para a verificação destes últimos busca-se reproduzir qualitativamente o resultado encontrado por Lorentz (2013) na investigação numérica de sistemas tribológicos no regime misto de lubrificação. A metodologia aqui proposta emerge como uma alternativa eficaz no campo da Tribologia, na predição do coeficiente de atrito e outras variáveis pertinentes a um fenômeno ainda pouco compreendido. Realiza-se uma análise de sensibilidade dos parâmetros de modelagem, a fim de identificar como os mesmos afetam consideravelmente o comportamento mecânico na interface de contato. / The knowledge of the topography of surfaces and an understanding of the interaction between them is essential for any study involving the phenomena of friction, wear and lubrication. The study of the relationship between friction and roughness parameters is a difficult problem of both industrial and academic interest and experimental and theoretical works have shown that a fluid film between two rough surfaces in relative motion prevents solid - solid contact and can provide very low friction and negligible wear. The mathematical modeling used in this paper is based on classical models, such as the Reynolds equation for the description of the hydrodynamic phenomena and the formulations of Hertz (1896) and Greenwood e Williamson (1966) of the contact between the asperities of rough surfaces. To address the complexity of the interactions between the fluid and the contacted solid pairs, the Lagrangian-Eulerian Arbitrary description is presented in this research. Through the Finite Element Method, a three-dimensional model is generated in Abaqus ®R to identify contact pressures, resulting tangential and normal stresses, and friction coefficients resulting from sliding between a textured and lubricated surface and a rigid plane (in analogy to classic contact models), whose roughness profiles are constructed from information on the quadratic roughness of dental surfaces. The sensitivity of some lubricant parameters in the determination of the coefficient of friction is also evaluated and models with different boundary conditions are proposed. However, for the vefrification of the latter, it is sought to qualitatively reproduce the result found by Lorentz (2013) in the numerical investigation of tribological systems without mixed lubrication regime. A methodology proposed here emerges as an effective alternative in the field of Tribology, in the prediction of the coefficient of friction and other relevant variables to a phenomenon still little understood. A sensitivity analysis of the modeling parameters is performed, in order to identify how they considerably affect the mechanical behavior at the contact interface.

La technologie flip chip est de plus en plus répandue dans l'industrie électronique [trois dimensions (3D) System in Package] et est principalement utilisée pour la fabrication de réseaux détecteurs de grand format (mégapixels) et faible pas. Pour étudier la fiabilité de ces assemblages, des simulations numériques basées sur des méthodes d'éléments finis semblent être l'approche la moins chère. Cependant, de très grands assemblages contiennent plus d'un million de billes de brasure, et le processus d'optimisation de ces structures par des simulations numériques se révèle être une tâche très fastidieuse. Dans de nombreuses applications, la couche d'interconnexion de tels assemblages flip chip se compose de microbilles de brasure noyées dans de l'époxy. Pour ces configurations, nous proposons une approche alternative, qui consiste à remplacer cette couche d'interconnexion hétérogène par un matériau homogène équivalent (MHE). Un modèle micromécanique pour l'estimation de ses propriétés thermoélastiques équivalentes a été mis au point. La loi de comportement obtenue pour le MHE a ensuite été implémentée dans le logiciel par éléments finis (Abaqus®). Les propriétés élastiques des matériaux de l'assemblage sont définies par la littérature et également déterminées expérimentalement par une méthode de caractérisation mécanique : la nano-indentation. Les réponses thermomécaniques des assemblages testés soumis à des chargements correspondant aux conditions de fabrication ont été analysées. La technique d'homogénéisation-localisation a permis d'estimer les valeurs moyennes des contraintes et des déformations dans chaque phase de la couche d'interconnexion. Pour accéder plus précisément aux champs de contraintes et déformations dans ces phases, deux modèles de zoom structurel (couplage de modèles et submodeling), en tenant compte de la géométrie réelle de la bille de brasure, ont été testés. Les champs de contrainte et de déformation locaux obtenus corroborent avec les initiations de dommage observées expérimentalement sur les billes de brasure / Flip chip technology is increasingly prevalent in electronics assembly [threedimensional (3D) system in package] and is mainly used at fine pitch for manufacture of megapixel large focal-plane detector arrays. To estimate the reliability of these assemblies, numerical simulations based on finite-element methods appear to be the cheapest approach. However, very large assemblies contain more than one million solder bumps, and the optimization process of such structures through numerical simulations turns out to be a very time-consuming task. In many applications, the interconnection layer of such flip-chip assemblies consists of solder bumps embedded in epoxy filler. For such configurations, we propose an alternative approach, which consists in replacing this heterogeneous interconnection layer by a homogeneous equivalent material (HEM). A micromechanical model for the estimation of its equivalent thermoelastic properties has been developed. The constitutive law of the HEM obtained was then implemented in finite-element software (Abaqus®). Elastic properties of materials that compose the assembly were found in literature and by using mechanical characterization method especially nano-indentation. Thermomechanical responses of tested assemblies submitted to loads corresponding to manufacturing conditions have been analyzed. The homogenization-localization process allowed estimation of the mean values of stresses and strains in each phase of the interconnection layer. To access more precisely to the stress and strain fields in these phases, two models of structural zoom (model coupling and submodeling), taking into account the real solder bump geometry, have been tested. The local stress and strain fields obtained corroborate the experimentally damage initiation of the solder bumps observed

Ce travail de thèse présente la démarche utilisée pour construire un modèle éléments finis en statique ou en dynamique d'un pneumatique d'avion gros porteur prenant en compte la géométrie, la structure matérielle complexe, les différents matériaux et leurs propriétés ainsi que les interactions entre le pneumatique et le sol (contact, frottement et couplage thermomécanique). Des essais ont été effectués afin d'identifier les paramètres géométriques et matériaux.Ces simulations utilisant une approche Lagrangienne et une approche mixte Eulérienne/Lagrangienne ont été réalisées sur le modèle proposé. La seconde approche qui réduit considérablement le temps de calcul a été validée pour simuler le roulement en dérapage du pneumatique. Le modèle permet ainsi d'estimer le torseur des efforts dans le contact pneumatique /sol. Nous montrons l'influence des paramètres de chargement (charge verticale, pression de gonflage et vitesse de roulage) et de l'angle de dérapage sur le moment d'autoalignement (MZ) et sur le potentiel d'adhérence (µY) correspondant au rapport entre l'effort latéral et l'effort vertical dû au poids de l'avion. Nous présentons aussi une étude de sensibilité aux paramètres géométriques et matériels.Des essais de Coulomb et de diffusion thermique ont permis d'identifier la loi d'évolution du coefficient de frottement en fonction de la température (béton, asphalte) et l'évolution de la température dans l'épaisseur du pneumatique. Ceci a permis de prendre en compte les effets thermiques dans le modèle et de proposer un modèle de couplage thermomécanique qui met en évidence la décroissance de µY et la chute rapide de MZ vers des valeurs négatives au-delà d'un angle de dérapage critique βmax variant avec les conditions de chargement du pneumatique. Ces variations sont observées expérimentalement. / This PhD Thesis presents the approach adopted for the setting of numerical model based on Finite Element Method for jumbo-jet tire. The model takes into account the real geometry, the complex material structure, the various materials and their properties as well as the interactions between the tire and the ground (contact, friction and thermal-mechanical coupling due to friction). Tests are performed in order to identify geometrical and material parameters.Static and dynamic simulations using a Lagragian approach and an Eulerian/ Lagrangian mixed approach were performed on this proposed model. This second approach which significantly reduces the computational cost time was validated for cornering tire simulation. The model allows thereby to estimate the forces in the tire/ ground contact patch. We show the influency of loading parameters (vertical load, inflating pressure and rolling velocity) and of the slip angle on the self aligning torque (MZ) and on the lateral friction coefficient (µY) corresponding on the ratio between lateral force and vertical load due to the aircraft weight. We also present a sensitivity study on geometrical and material parameters.Coulomb's and thermal diffusion tests were performed in order to identify the friction coefficient law as function of temperature (on concrete and asphalte surfaces) and the temperature evolution in the aircraft tire thickness. These tests allowed to take into account thermal effects in the model and to propose a thermal-mechanical coupling model which emphasized the decreasing of µY and the rapid vanishing of MZ towards zero beyond a critical slip angle βmax varying with the tire loading conditions. These variations were observed experimentally

Idag är intresset för högpresterande betong (HPB) växande runt om världen då fördelarna är många, eftersom slankare, tätare, starkare och lättare konstruktioner kan tillverkas.   Detta examensarbete handlar om materialförsök och modellering för en typ av HPB som ska användas i husbyggnation. Arbetet inleddes med materialförsök i färskt tillstånd, där god gjutbarhet och konsistens eftersträvades. Utgångspunkten var från ett grundrecept med två olika ballastsorter (slaggballast med flygaska och krossballast från asfaltindustrin med silikastoft), vilka namngavs till pilotförsök 1 och pilotförsök 2. Vidare valdes pilotförsök 1 att provas i hårdnat tillstånd då det visades att det var mer ekonomiskt lönsam eftersom ballasten inte behövde siktas, lägre vct tillhandhölls och att flygaskan som användes i pilotförsök 1 är billigare än silikastoft som användes i pilotförsök 2. Resultaten efter 28 dygn för de materialförsök som utfördes i hårdnat tillstånd var: Tryckhållfasthet; 141,9 MPa Draghållfasthet; 7,0 MPa Böjdraghållfasthet; 10,0 MPa Elasticitetsmodul; 46,4 GPa Krympning efter 56 dygn; 0,5 ‰ Samtliga försök utfördes enligt svenska standarder (SS).   Dessutom vidareutvecklas och förbättrades ett redan arkitektoniskt gestaltat Attefallshus ur ett konstruktions- och hållbarhets perspektiv, där fokus låg på transport- och produktionsförutsättningar. Det resulterade i att horisontella avstyvningar tillades i väggelementen för att öka styvheten och minska risken för brott under transport och produktion. Huset är tänkt att produceras med prefabriceringsteknik. Avslutningsvis modellerades ett oarmerat väggelement i FE-programmet Abaqus under linjärt elastiskt tillstånd. Vid modelleringen användes de materialparametrar som erhölls från materialförsöken.  Det resulterade i att deformationer, spänningar samt knäcknings- och bucklingsanalys kunde redas ut. Väggelementen i huset klarar normenliga laster enligt modelleringen. / Nowadays the interest for high-performance concrete (HPC) is growing around the world as the benefits are many, for example slender, denser, stronger and lighter structures can be manufactured.   This thesis is about material and design experiments for a type of HPC to be used in building construction. The work began with materials experiments in the fresh state, where good workability and consistency were tried to be obtained. The starting point was from a basic recipe with two different aggregate types (slag aggregates with fly ash and crushed aggregates from the asphalt industry with silica fume), which were named as the pilot test 1 and the pilot test 2. Furthermore pilot test 1 was elected to be tested in hardened state as it turned out to be more economically profitable, had a lower vct, and that the flyash was cheaper than the silica fume used in the pilot test 2. The results after 28 days when the materials experiments were carried out in the hardened state were: Compressive strength; 141,9 MPa Tensile strength; 7,0 MPa Flexural strength; 10,0 MPa Modulus of elasticity; 46,4 GPa Shrinkage after 56 days; 0,5 ‰ All experiments were performed according to Swedish standards SS.   Moreover, an existing architecturally portrayed Attefallshus was further developed and improved from a design and a strength perspective that mainly focused on transport and production. It resulted in the horizontal stiffeners to be installed in the wall elements to increase rigidity and reduce the risk of breakage during shipment and production. The house is intended to be built with prefabrication technology. Finally the unreinforced wall elements were modeled in the FE program ABAQUS under linear elastic condition. During modeling the material parameters obtained from material tests were used in the model. Consequently, strain, stress and buckling analysis could be made. The wall sections in the house met the norm loads according to the model.

Wind turbines have been utilized for centuries to harness energy from the wind. Commercial wind turbine blades are typically made from composite materials, which are difficult to recycle, leading to blades ending up in landfills at the end of their lifecycle. Additionally, these materials contribute to microplastic pollution. In response to growing environmental concerns, there has been an increased focus on addressing such issues. The Swedish company SeaTwirl AB develops offshore vertical-axis wind turbines (VAWT), and this study focuses on optimizing the weight of a blade from a new 10-15 MW VAWT concept using steel as the material. Steel has long been recyclable, making it an interesting material for wind turbine blades. The specific steel used in this study is the ultra-high-strength steel "Strenx 1300" from SSAB, which is not only extremely durable but is also expected to be fossil-free by 2026, by implementation of the manufacturing technology HYBRIT. The study found that a single blade made from Strenx 1300, when designed and optimized for 35 years of operational use, would weigh approximately 193.4 tonnes and would require 6016.8 meters of welds with a fatigue class of FAT 125. A rough estimation of the weight of a fiberglass VAWT of the same size resulted in approximately 300 tonnes. Therefore, this study concludes that it may be feasible to construct a commercially competitive VAWT blade using environmentally friendly, fossil-free steel. This approach would make wind energy a more sustainable energy source without the problems of recyclability and microplastic pollution. / Vindkraftverk har använts i århundraden för att utvinna energi från vinden. Kommersiella vindkraftverksblad tillverkas vanligtvis av kompositmaterial, vilket är svårt att återvinna och leder till att bladen hamnar på soptippar vid slutet av deras livscykel. Dessutom bidrar dessa material till mikroplastföroreningar. Som svar påväxande miljöproblem har det därför blivit ett ökat fokus på denna typ av frågor. Det svenska företaget SeaTwirl AB utvecklar vertikalaxliga vindkraftverk (VAWT) för offshore-användning, och denna studie fokuserar på att optimera vikten av ett blad från ett nytt 10-15 MW VAWT-koncept med stål som material. Stål har länge varit återvinningsbart, vilket gör det till ett intressant material för vindkraftverksblad. Det specifika stål som används i denna studie är det höghållfasta stålet "Strenx1300" från SSAB, som inte bara är extremt hållbart, men också förväntas bli fossilfritttill 2026, tack vare implementeringen av tillverkningsteknologin HYBRIT. Studien visade att ett enskilt blad tillverkat av Strenx 1300, när det är utformat och optimerat för 35 års driftstid, skulle väga cirka 193,4 ton och kräva 6016,8 meter svets med en utmattningsklass FAT 125. En grov uppskattning av vikten av en VAWT av samma storlek i glasfiber resulterade i cirka 300 ton. Därför drar denna studie slutsatsen att det kan vara möjligt att konstruera ett kommersiellt konkurrenskraftigt VAWT-blad med miljövänligt, fossilfritt stål. Detta tillvägagångssätt skulle göra vindenergi till en mer hållbar energikälla utan problemen associerade med återvinning och mikroplaster.

<div>Topology Optimization is an optimization technique used to synthesize models without any preconceived shape. These structures are synthesized keeping in mind the minimum compliance problems. With the rapid improvement in advanced manufacturing technology and increased need for lightweight high strength designs topology optimization is being used more than ever.</div><div>There exist a number of commercially available software's that can be used for optimizing a product. These software have a robust Finite Element Solver and can produce good results. However, these software offers little to no choice to the user when it comes to selecting the type of optimization method used.</div><div>It is possible to use a programming language like MATLAB to develop algorithms that use a specific type of optimization method but the user himself will be responsible for writing the FEA algorithms too. This leads to a situation where the flexibility over the optimization method is achieved but the robust FEA of the commercial FEA tool is lost.</div><div>There have been works done in the past that links ABAQUS with MATLAB but they are primarily used as a tool for finite element post-processing. Through this thesis, the aim is to develop an interface that can be used for solving optimization problems using different methods like hard-kill as well as the material penalization (SIMP) method. By doing so it's possible to harness the potential of a commercial FEA software and gives the user the requires flexibility to write or modify the codes to have an optimization method of his or her choice. Also, by implementing this interface, it can also be potentially used to unlock the capabilities of other Dassault Systèmes software's as the firm is implementing a tighter integration between all its products using the 3DExperience platform.</div><div>This thesis as described uses this interface to implement BESO and HCA based topology optimization. Since hybrid cellular atomata is the only other method other than equivalent static load method that can be used for crashworthiness optimization this work suits well for the role when extended into a non-linear region.</div>