Steam turbines are widely used in various industrial applications, primarily for power extraction. However, deviation for operating design conditions is a frequent occurrence for such machines, and therefore, understanding their performance at off design conditions is critical to ensure that the needs of the power demanding systems are met as well as ensuring safe operation of the steam turbines. In this thesis, the aerodynamic performance of three different turbine airfoil sections ( baseline, mid radius and tip profile) as a function of angle of incidence and exit Mach numbers, is numerically computed at 0.3 axial chords downstream of the trailing edge. It was found that the average loss coefficient was low, owing to the fact that the flow over the airfoils was well behaved. The loss coefficient also showed a slight decrease with exit Mach number for all three profiles. The mid radius and tip profiles showed near identical performance due to similarity in their geometries. It was also found out that the baseline profile showed a trend of substantial increase in losses at positive incidences, due to the development of an adverse pressure zone on the blade suction side surface. The mid radius profile showed high insensitivity to angle of incidence as well as low exit flow angle deviation in comparison to the baseline blade. / Master of Science

No / The results of computational fluid dynamics simulation for convective heat transfer of turbulent flow in a cooled convergent-divergent nozzle are reported. The importance of the heat transfer coefficient is to find the most suitable metals for the nozzle wall as well as its application for producing nano-particles. ansys-icem and ansys-cfx 13.0 are used to mesh and simulate fluid flow in the nozzle, respectively. Effects of grid resolution and different turbulence models on the heat transfer coefficient are investigated. Three turbulence models of k-omega, k-epsilon and shear stress transport are applied to calculate the heat transfer coefficient. Stagnation absolute pressure and temperature are 10.3 bara and 840 K, respectively, the same as those in the experimental work. The heat transfer coefficients obtained from simulation are compared with the available experimental data in literature to find out the best suitable mesh grid and the turbulence model. Under the selected operating conditions, k-epsilon and k-omega models have shown the best agreement with the experimental data with the average error of 6.5% and 10%, respectively, while shear stress transport under predicts the values with 16% error.

ANSYS ® AIMTM verbindet die Simulation mechanischer, strömungsmechanischer, thermischer und elektrischer Eigenschaften in einer neuen, intuitiven Oberfläche und einem über alle physikalischen Disziplinen gleichen Arbeitsprozess. Auf diese Weise kann die volle Breite physikalischer Fragestellungen nun auch direkt in der Produktentwicklung durch Konstrukteure und Entwicklungsingenieure genutzt werden, um ein ganzheitliches Produktverständnis zu erzielen. Wie dieser Zugang zur Produktsimulation für jeden Ingenieur mit ANSYS ® AIMTM erreicht wird, stellt der Vortrag unter folgenden Themenüberschriften heraus: - Paradigmenwechsel in der Produktentwicklung - Integriert Funktionen: • Multiphysics Simulation • Variantenanalysen • Geometriemodellierung • Prozessautomatisierung - ANSYS® AIMTM live in der Anwendung Das Produkt ANSYS® AIMTM ist seit Anfang 2015 als kommerzielles Produkt verfügbar. In den Versionen für Forschung und Lehre wird den Zugang mit der nächsten Softwareversion ermöglicht. Daher wird die Vorgehensweise in der Live Vorführung auch vielen langjährigen ANSYS ® Anwendenden neue Eindrücke geben. Im letzten Jahr wurde von CADFEM auf der SAXSIM Tagung ein allgemeiner Einblick in Möglichkeiten der gekoppelten Simulation mit ANSYS Workbench gegeben. Mittlerweile sind viele der dort genannten Anwendungsbeispiele einfacher in ANSYS ® AIMTM lösbar.

<p>Detta examensarbete har utförts på Fläktwoods AB i Växjö, som producerar stora axialfläktar för olika industriapplikationer. Syftet är att öka kunskapen om fettsmorda axiella kullager genom FE analyser.</p><p>Projektet har genomförts i fem delsteg för att avgöra påverkan av en eller några få parametrar i taget. De studerade parametrarna är: elementstorlek, kontaktstyvhet, last, lagergeometri (dvs. oskulation), ickelinjär geometri och ickelinjära materialegenskaper (dvs. plasticitet).</p><p>Slutsatsen är att elementstorleken bör väljas fint nog för att ge ett jämnt resultat men grovt nog för att beräkningstiden skal vara rimlig. Kontaktstyvheten har inte stor, men tydlig, inverkan på kontakttrycket och penetrationen. Förändringar av oskulationen leder till förändringar i kontaktellipsens form medan olika laster inte påverkar formen på ellipsen, utan snarare storleken. När det handlar om plasticitet är sträckgränsen den viktigaste faktorn att beakta.</p> / <p>This thesis project was carried out at Fläktwoods AB in Växjö who produces large axial fans for different industry applications. The purpose is to increase the knowledge of grease lubricated axial ball bearings through FE analyses.</p><p>The project was executed into five sub steps to determine the influence of one or few parameters at a time. The studied parameters are: mesh density, contact stiffness, load, bearing geometry (i.e. osculation), geometrical nonlinearity and material nonlinearity (i.e. plasticity).</p><p>It is concluded that the mesh density should be selected fine enough to give a smooth result but course enough to give a reasonable calculation time. The contact stiffness has not a major, but a clear, impact on the contact pressure and penetration. Changes of the osculation lead to changes of the contact ellipse shape and applying different load level does not affect the shape of the ellipse but rather the size. When dealing with plasticity the yield strength is the most important factor to take in consideration.</p>

Este estudo fundamenta-se na análise numérica, via elementos finitos, de pontes em vigas mistas; considera-se a interação de todos os elementos que compõem a estrutura na transferência dos esforços até os apoios. Inicialmente apresenta-se um estado da arte sobre o projeto, execução e análise de pontes em vigas mistas, identificando as simplificações e deficiências existentes no cálculo destas estruturas. O estudo do comportamento estrutural de tabuleiros mistos foi abordado do ponto de vista tridimensional, sendo para isto modelados e analisados tabuleiros com 8, 10, 12, 14, 16, 18, 20, 22, 24 e 26 m. de vão mediante a utilização do programa ANSYS, versão 5.4. Foi estudada a influência que a presença de contraventamentos, espessura da laje, vão e posição da carga móvel na seção transversal exercem na distribuição de cargas nas vigas, sendo para isto considerado comportamento elástico-linear. Realizou-se também uma abordagem ao estudo da redundância estrutural de tabuleiros mistos considerando as não linearidades física e geométricas do conjunto. Foi verificado que tabuleiros sobre duas e quatro vigas mantêm o equilíbrio estático após que uma das vigas sofre fratura, sem experimentar grandes deslocamentos (inferiores ou ligeiramente superiores ao limite L/500). / This work is based in the numerical analysis, by finite elements, of bridge decks with composite beams; in this study the interaction of all the elements that compose the structure is considered in the transference of the efforts to the supports. lnitially, a state of the art on the design, construction and analysis of composite bridge decks is presented, identifying the simplifications adopted, lack of information at the present on the subject and aspects that need further studies on this bridges. The study of the structural behavior of composite bridge decks was approached from a three-dimensional point of view, modeling and analyzing composite decks with 8, 10, 12, 14, 16, 18, 20, 22, 24 and 26 m of span by using the software ANSYS, version 5.4. The influence that the bracing system, thickness of the slab, span and live load position on the deck, over the load distribution in the composite beams, considering linear-elastic behavior, was studied. An approach to the study of the structural redundancy of composite bridge decks was also made, considering the physical and geometric nonlinearities of the structure. lt was verified that decks consisting of two and four composite beams maintain the static equilibrium after the fracture of one of the beams, without large displacements (inferior or lightly superior to the limit L/500).

Detta examensarbete har utförts på Fläktwoods AB i Växjö, som producerar stora axialfläktar för olika industriapplikationer. Syftet är att öka kunskapen om fettsmorda axiella kullager genom FE analyser. Projektet har genomförts i fem delsteg för att avgöra påverkan av en eller några få parametrar i taget. De studerade parametrarna är: elementstorlek, kontaktstyvhet, last, lagergeometri (dvs. oskulation), ickelinjär geometri och ickelinjära materialegenskaper (dvs. plasticitet). Slutsatsen är att elementstorleken bör väljas fint nog för att ge ett jämnt resultat men grovt nog för att beräkningstiden skal vara rimlig. Kontaktstyvheten har inte stor, men tydlig, inverkan på kontakttrycket och penetrationen. Förändringar av oskulationen leder till förändringar i kontaktellipsens form medan olika laster inte påverkar formen på ellipsen, utan snarare storleken. När det handlar om plasticitet är sträckgränsen den viktigaste faktorn att beakta. / This thesis project was carried out at Fläktwoods AB in Växjö who produces large axial fans for different industry applications. The purpose is to increase the knowledge of grease lubricated axial ball bearings through FE analyses. The project was executed into five sub steps to determine the influence of one or few parameters at a time. The studied parameters are: mesh density, contact stiffness, load, bearing geometry (i.e. osculation), geometrical nonlinearity and material nonlinearity (i.e. plasticity). It is concluded that the mesh density should be selected fine enough to give a smooth result but course enough to give a reasonable calculation time. The contact stiffness has not a major, but a clear, impact on the contact pressure and penetration. Changes of the osculation lead to changes of the contact ellipse shape and applying different load level does not affect the shape of the ellipse but rather the size. When dealing with plasticity the yield strength is the most important factor to take in consideration.

Orientador: Rubens Maciel Filho / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Quimica / Made available in DSpace on 2018-08-09T08:31:02Z (GMT). No. of bitstreams: 1 Rezende_RodrigoAlvarenga_M.pdf: 6027055 bytes, checksum: dc80f298be40be05219c739478682c4d (MD5) Previous issue date: 2006 / Resumo: A Prototipagem Rápida consiste na reprodução física de objetos tridimensionais de geometria livre, a partir de um projeto inicial (design), modelado por auxílio de computador. A Prototipagem Rápida é uma tecnologia moderna que une métodos e equipamentos adequados a fim de oferecer, como principais atrativos, alta qualidade e redução de custos de produtos manufaturados. São diversos os métodos existentes e os materiais aplicáveis. Este trabalho apresenta um novo método de fabricação de protótipos, a Termolitografia. Baseada na irradiação de laser de CO2 na região espectral do infravermelho sobre resinas termossensíveis, a Termolitografia oferece importantes vantagens quando comparada a outros processos, principalmente no que se refere ao estado físico da amostra logo após a irradiação do laser. Este processo apresenta duas grandes vantagens que são a não-contração da amostra após ser curada e a ausência de tratamento pós-cura. A cura localizada é o fenômeno de confinamento da energia transmitida pelo laser realizando a cura do material somente em uma região desejada. O controle da cura localizada é a chave para o sucesso e para a garantia de protótipos de alta qualidade. Para ajustá-la e otimizá-la, é necessário o domínio de parâmetros físicos do material empregado e de parâmetros operacionais do laser de CO2. O estudo da combinação dos efeitos, por exemplo, da variação da proporção dos componentes da amostra, da sua temperatura de cura, além de fatores operacionais como a velocidade de varredura, o diâmetro e a potência do feixe laser, é o alvo principal deste trabalho. As simulações facilitam a compreensão de como cada variável pode interferir na construção do protótipo, e determinam faixas de valores para os parâmetros as quais implicam em melhores resultados no final do processo. O trabalho de seleção destes valores é importante para a futura continuidade de estudo experimental do processo termolitográfico / Abstract: Rapid Prototyping consists on a physical replication of three-dimensional objects with free geometry, from an initial design, modeled by computer assistance. Rapid Prototyping is a modern technology that unifies methods and suited equipments in order to offer as main attractive high quality and cost-reduction of manufactured products. There are many techniques and raw materials applicable. This work presents a new method of prototypes fabrication, the Termolithography. Based on CO2 laser irradiation at the infrared spectral region onto thermosensitive resins, Thermolithography offers important advantages if compared with other processes, mainly those ones respected to the non-contraction effect of the sample after being cured and the absence of a post cure treatment. The localized cure is the phenomenon of confinement of energy transmitted by laser beam performing the curing only on a desired region at the sample. The control of the localized cure is the key for the success and for the guarantee of high quality prototypes. In order to fit and optimize it, it is necessary the domain of physical properties of the applied material and the domain of the CO2 laser operational parameters. The study of combination of the involved effects, for instance, the variation of amount of the components in the sample, the cure temperature, beside operational parameters as scanning velocity, the laser beam diameter and power, are the main target of this work. Simulations become easier the comprehension of how each variable can affect during the building of prototype and to determine the best range of values which implicate in better final result of the process. The selection of these values is very important to the continuity of this work / Mestrado / Desenvolvimento de Processos Químicos / Mestre em Engenharia Química

Este estudo fundamenta-se na análise numérica, via elementos finitos, de pontes em vigas mistas; considera-se a interação de todos os elementos que compõem a estrutura na transferência dos esforços até os apoios. Inicialmente apresenta-se um estado da arte sobre o projeto, execução e análise de pontes em vigas mistas, identificando as simplificações e deficiências existentes no cálculo destas estruturas. O estudo do comportamento estrutural de tabuleiros mistos foi abordado do ponto de vista tridimensional, sendo para isto modelados e analisados tabuleiros com 8, 10, 12, 14, 16, 18, 20, 22, 24 e 26 m. de vão mediante a utilização do programa ANSYS, versão 5.4. Foi estudada a influência que a presença de contraventamentos, espessura da laje, vão e posição da carga móvel na seção transversal exercem na distribuição de cargas nas vigas, sendo para isto considerado comportamento elástico-linear. Realizou-se também uma abordagem ao estudo da redundância estrutural de tabuleiros mistos considerando as não linearidades física e geométricas do conjunto. Foi verificado que tabuleiros sobre duas e quatro vigas mantêm o equilíbrio estático após que uma das vigas sofre fratura, sem experimentar grandes deslocamentos (inferiores ou ligeiramente superiores ao limite L/500). / This work is based in the numerical analysis, by finite elements, of bridge decks with composite beams; in this study the interaction of all the elements that compose the structure is considered in the transference of the efforts to the supports. lnitially, a state of the art on the design, construction and analysis of composite bridge decks is presented, identifying the simplifications adopted, lack of information at the present on the subject and aspects that need further studies on this bridges. The study of the structural behavior of composite bridge decks was approached from a three-dimensional point of view, modeling and analyzing composite decks with 8, 10, 12, 14, 16, 18, 20, 22, 24 and 26 m of span by using the software ANSYS, version 5.4. The influence that the bracing system, thickness of the slab, span and live load position on the deck, over the load distribution in the composite beams, considering linear-elastic behavior, was studied. An approach to the study of the structural redundancy of composite bridge decks was also made, considering the physical and geometric nonlinearities of the structure. lt was verified that decks consisting of two and four composite beams maintain the static equilibrium after the fracture of one of the beams, without large displacements (inferior or lightly superior to the limit L/500).

Les écoulements en milieu urbain sont complexes et à l’heure actuelle estimés à l’aide d’outils informatiques. Pourtant, le manque de données expérimentales sur des géométries urbaines rend la validation et l’encadrement de l’utilisation de ces derniers difficile. Cette thèse présente les résultats obtenus sur un modèle physique d’un quartier urbain. La distribution des hauteurs d’eau ainsi que la répartition des débits en sortie du quartier expérimental sont mesurées. Leur étude a mis en évidence certains comportements caractéristiques des écoulements. Les données expérimentales ont été comparées aux simulations numériques générées avec un code 3D (Ansys-Fluent®) et un outil de recherche (Neptune 2D) mis au point durant cette thèse. Ce dernier résout les équations de Barré de Saint Venant 2D à l’aide d’un schéma EVR-DG, associé à une modification des solveurs de Riemann qui rend le code de calcul well-balanced.Les écarts observés entre Ansys-Fluent® et l’expérimental sont majoritairement en-dessous de 10%. Le code Neptune 2D apparait quant à lui légèrement moins précis : les écarts peuvent atteindre 20 à 30%. Diverses hypothèses sont avancées pour expliquer ces écarts. / This study deals with urban floods. Nowadays, numerical tools are used to simulate those complex flows. Nevertheless, the lack of experimental make the validation of the softwares difficult. This work presents experimental results of an urban flood physical model. The water height and the outflows at every outlet are measured and compared to numerical results. This study highlights some observed specificities of urban flows. In order to simulate those flows, a numerical tool (Neptune 2D) was developed during this PhD to solve the 2D shallow water equations with an EVR-DG scheme. Modifications of the Riemann solvers lead to a wellbalanced scheme. Numerical results were also provided with a 3D software (Ansys-Fluent®). Differences between Ansys-Fluent® and experimental results are mainly under 10%. Neptune2D is less accurate, with differences reaching 20 to 30%. Some hypotheses are discussed to explain those discrepencies.

The main objective of this Master´s thesis is the appropriate calculation proposal of pressure and discharge conditions in extensive ducts in unsteady flow. The calculation proposal was aimed at the conenction of two commercial programmes. Exacly the programme Ansis Fluent and Matlab, which deals with the connection of onedimensional (1D) calculation in Matlab and multidimensional (2D) calculation in Ansys Fluent programme. This Mastr’s thesis also deals with creation of the independent 1D model (Matlab, method of characteristic) and independent 2D model flow (Ansys Fluent, Inviscid model).