Esse trabalho compara análises modais, obtidas por dois métodos distintos, de propriedades de imagens de chamas de um forno industrial. Visto que a combustão de gases e líquidos é caracterizada pelo tipo de injeção de combustível, pela formação aleatória de vórtices e pela distribuição de reagentes, o exato sinal de excitação do sistema é, na prática, muito pouco conhecido, cabendo aos métodos de análise a identificação dos parâmetros modais sem essa informação. Para vencer este obstáculo, na presente dissertação foram utilizados o método de Ibrahim no Domínio do Tempo (ITDM) e o método Eigensystem Realization Algorithm (ERA) associados à técnica do decremento aleatório (Random Decrement - RandomDec). A técnica RandomDec permite a obtenção de um sinal proporcional ao decaimento livre do sistema, a partir de uma excitação aleatória. Essa proporcionalidade permite que os métodos no domínio do tempo citados anteriormente sejam empregados na obtenção das características de vibração do sistema. O estudo da dinâmica de chamas com base em propriedades de suas imagens é tema muito pouco abordado na literatura; por esse motivo, inicialmente foi realizado, por meio de simulações numéricas em um sistema hipotético, um completo teste de sensibilidade de todos os métodos e da técnica a serem implementados no problema real do forno industrial. Posteriormente, os dados de chamas foram utilizados para obtenção dos modos de vibrar das propriedades de imagens. Os resultados mostram que a modelagem realizada pelo ERA para sistema SIMO (single input and multiple output) fornece modos de vibrar com amortecimentos mais condizentes com a dinâmica da chama e, assim, sugerem que, em princípio, está técnica poderia ser utilizada prontamente na identificação desse tipo de sistema, sem a necessidade da realização de qualquer outra análise modal para corroborar os resultados. Além disso, a identificação de um sistema complexo como o analisado, utilizando métodos de análise modal operacional, enseja a possibilidade de pesquisas visando obter sistemas de controle baseado em imagens para plantas com características semelhantes. / In this present study, two different modal analysis methods are applied to obtain and compare models for properties of flame images captured in an industrial furnace. Since combustion of gases and liquids is characterized by the type of fuel injection, random formation of vortices and distribution of reagents, the system excitation signal isn\'t precisely known in the reality, thus the analysis methods must identify the modal parameters without this information. To overcome this obstacle, Ibrahim Time Domain Method (ITDM) and Eigensystem Realization Algorithm (ERA) associated with the Random Decrement (RandomDec) technique were implemented in this thesis. The RandomDec technique give the means to obtain a signal which is proportional to the free decay of the system when it is randomly forced. This proportional signal allows the previously mentioned analysis methods to be used to identify vibration characteristics of the system. The study of flame dynamics based on its image characteristics is barely approached in the literature; for this reason, a complete sensitivity test of all the methods and techniques to be implemented in the real problem of industrial furnaces was initially performed through numerical simulations of a hypothetical system. Afterwards, flame data was used to obtain the vibration modes of image properties. The results lead to conclude that the SIMO (single input and multiple output) model obtained by ERA has vibration modes with more consistent damping regarding flame dynamics and suggest also that this technique could be readily used in the identification of this kind of system, without the need of any other modal analysis for results corroboration. Furthermore, the utilization of operational modal analysis methods to identify a complex system such as the analyzed one may instigate researches on image-based control systems of industrial plants with suchlike characteristics.

O método de Ibrahim no Domínio do Tempo (ITD) é considerado um dos métodos clássicos de identificação de parâmetros modais de estruturas. As maiores vantagens da sua aplicação residem na identificação de modos muito próximos com boa precisão, em uma faixa relativamente larga de freqüências, além do número reduzido de equipamentos requeridos para a realização de ensaios experimentais. Neste trabalho foi realizada uma aplicação do método ITD no processo de identificação das freqüências naturais, dos fatores de amortecimento e dos modos de vibrar de uma placa quadrada de alumínio, engastada em um dos lados e livre nos demais. Este modelo experimental apresenta alta densidade modal e a análise foi realizada em uma faixa de freqüências de 0 a 1600 Hz através de um ensaio de impacto. Para produzir um conjunto consistente de resultados é necessário utilizar um modelo sobredeterminado para o sistema em estudo. O resultado desta análise, porém, apresenta modos computacionais que devem ser eliminados. Para tanto, foram utilizados dois índices de confiança para qualificar os resultados, sendo estes o Fator de Confiança Modal (MCF) e a Colinearidade de Fase Modal Ponderada (MPCW). Os modos que apresentaram melhores índices de confiança são considerados o resultado final do processo de identificação. / The Ibrahim Time Domain (ITD) method is considered one of the classical modal parameter identification techniques. The greatest advantages of the ITD application consist of the precise identification of closely spaced modes within a wide range of frequencies and the small amount of equipment required to accomplish experimental testing. In this work, the ITD method was applied in the process of identification of natural frequencies, damping factors and mode shapes of a cantilever aluminium plate. High modal density was detected on the experimental model and the analysis was performed on a frequency range from 0 to 1600 Hz by means of impulse testing. However, an oversized model of the test structure must be used, so that a consistent set of results can be achieved. The results, nevertheless, present computational modes that must be removed from the model. Two confidence factors were used to qualify the results, namely the Modal Confidence Factor (MCF) and the Modal Phase Collinearity - Weighted (MPCW). The modes that presented higher confidence factor values were considered as the final result of the identification process.

I denna studie studerades det hur ett 14 våningar högt bostadshus med en kärna av korslaminerat trä (KL-trä) och färdiga lägenhetsmoduler med regelstomme kan byggas på ett industrialiserat och enkelt sätt. Våningsantalet och produktionstypen fastslogs tidigt, i samråd med RISE, för att effektivt kunna granska ett sannolikt sätt att bygga hus i en nära framtid. Dynamiska modalanalyser utfördes för byggnadens olika modeller i FEM-programmet Robot Structural Analysis (kommer fortsättningsvis även beskrivas som Robot) för att ta fram egenfrekvenser. Sedan följdes en beräkningsgång från Eurokod och EKS för att ta fram den toppacceleration som vind orsakar på byggnadens högsta plan. Detta värde jämfördes sedan med det rekommenderade komfortkravet från ISO 10137. Byggnaden som studerades är ett punkthus med en central kärna och 14 moduler, av storlek 4 x 8 meter, per våning. Dessa placeras runt den 8 x 8 meter stora kärnan, vilket gav ett totalt fotavtryck på 24 x 24 meter. Över 20 olika datormodeller studerades där bland annat variationer av placering och mängd av KL-trä i fasad, placering och andel betong i huset och påverkan från gipsskivor i inner- och ytterväggar. Även infästning mellan moduler tillhör några av de ändringar som studerades. Resultatet visar att det är möjligt att bygga den modell som benämns 1400KL i vindlastzon 24 och terrängtyp tre, förutsatt att den mekaniska dämpningen är satt till 2 procent.  Det framgår även att modulernas egna lägenhetsavskiljande väggar har signifikant betydelse för stommens totala stabilitet och att en ökning av styvheten i dessa är ett effektivt sätt att förbättra de dynamiska egenskaperna. Betydelsen av mycket massa högt upp i byggnaden är också tydlig utifrån detta arbete. Det framkommer även att stabila betongvåningar nederst i stommen bidrar mycket till att förhindra att översta våningen i huset rör sig obehagligt mycket vid stor vindbelastning på byggnaden. Detta är en beprövad teknik i basen av flertalet hus som byggs idag. Rotation har visat sig vilja förekomma i de tidigare modeller som använts i denna rapport. Detta är något som måste testas specifikt för alla varianter av basmodellen då rotation är ofördelaktigt ur dynamisk aspekt, då det saknas beräkningssätt för dynamiskrotation i teorin från Eurokod. Generellt kan tillägas att ett 14 våningar högt trähus i vindlastzon 26 och terrängtyp 0 har väldigt svårt att klara av de dynamiska förutsättningar som krävs utan att husets stabiliserande element till största del består av betong. Däremot finns flera trä-modeller i denna rapport som klarar vindlastzon 25 och terrängtyp tre, en mycket mer vanlig situation. Enklare statisk analys antyder att limträpelares dimensioner möjliggör montage mellan moduler utan större produktionsanpassning. Även korslaminerat trä inkluderas fördelaktigt i kärna och fasad, innanför och utanför modulerna, utan att det påverkar de traditionella konstruktionsmetoderna för vare sig moduler eller KL-stomme väsentligt. / In this study, it was examined how a 14-story tall residential building with a core of cross laminated timber (CLT) and prefabricated apartment modules can be built in an industrialized manner. The number of floors and production type were determined early, in consultation with RISE, in order to effectively examine a likely way of building houses in the near future. Dynamic modal analyses were performed for the building's various models in the FEM program Robot Structural Analysis to generate eigen frequencies. Then the method provided in Eurocode and EKS were followed to calculate the top acceleration that the wind causes at the buildings highest floor. This value was then compared with the recommended comfort requirement from ISO 10137. The studied building is a high-rise tower block house with a central core and 14 modules of size 4 x 8 meters per floor. These were placed around the 8 x 8-meter-wide core, giving a total footprint of 24 x 24 meters. Over 20 different computer models were studied with variations in placement and amount of CLT in facade, placement and number of concrete floors and walls. The impact of gypsum inner and outer walls is also being tested. Connections between modules also belongs to some of the changes that were being made between models. The result shows that it is possible to build the model named 1400KL in wind zone 24 and terrain type III, with the mechanical dampening set at two percent. It is also apparent that the walls of modules separating apartments have considerable significance for the overall stability of the frame and that increasing their stiffness is an effective way of improving dynamic properties. It can be concluded from this study that placing a substantial mass at the top of the building is of high importance. It also appears that rigid concrete stories at the bottom of the core contribute greatly to prevent the top floor of the house from exceeding the comfort criteria under high wind loads. This is a widely used technique in the base of houses being built today. Rotation has been shown to appear in the models used in this work. This is something that must be tested specifically for all variants of the base model since rotation is disadvantageous from a dynamic aspect. This is due to the fact that the codes do not consider dynamic rotation. In general, a 14-storey high-rise wooden house in wind zone 26 and terrain type 0 does not fulfil the comfort requirements without most of the stabilizing elements of the house being concrete. On the other hand, there were several wooden models in this study that can endure wind zone 25 and terrain type III, a much more common situation. A simplified static analysis suggests that glulam columns can have dimensions that allow them be placed between modules without major adaptation in production. Also, cross-laminated timber is advantageously included in the core and facade, inside and outside the modules, without significantly affecting the traditional design methods for modules or the cross-laminated frame.

This thesis describes the unstable dynamics of a gas jet impinging on a falling liquid film. This flow configuration is encountered in the jet wiping process, used in continuous coating applications such as the hot-dip galvanizing to control the thickness of a liquid coat on a moving substrate. The interaction between these flows generates a non-uniform coating layer, of great concern for the quality of industrial products, and results from a complex coupling between the interface instabilities of the liquid film and the confinement-driven instabilities of the impinging jet.Combining experimental and numerical methods, this thesis studied the dynamics of these flows on three simplified flow configurations, designed to isolate the key features of their respective instabilities and to provide complementary information on their mutual interaction. These configurations include the gas jet impingement on a falling liquid film perturbed with controlled flow rate pulsation, the gas jet impingement on a solid interface reproducing stable and unstable liquid film interfaces and a laboratory scaled model of the jet wiping process. Each of these configurations was reproduced on dedicated experimental set-up, instrumented for non-intrusive measurement techniques such as High-Speed Flow Visualization (HSFV) and Time-resolved Particle Image Velocimetry (TR-PIV) for the gas jet flow analysis, Laser Induced Fluorescence (LIF) tracking of the liquid interface, and 3D Light Absorption (LAbs) measurement of the liquid film thickness. To optimize the performances of these measurement techniques, several advanced data processing routines were developed, including a novel image pre-processing method for background removal in PIV and a dynamic feature tracking for the automatic detection of the jet flow and the liquid film interface from HSFV, LIF, and PIV videos.To identify the flow structures driving the unstable response of the jet flow, a novel data-driven modal decomposition was developed. This decomposition, referred to as Multiscale Proper Orthogonal Decomposition (mPOD), was validated on synthetic, numerical and experimental test cases and allowed for better feature extraction than classical alternatives such as Proper Orthogonal Decomposition (POD) or Dynamic Mode Decomposition (DMD).The experimental work on these laboratory models was complemented with the analysis of several numerical simulations, including a classical 2D Unsteady Reynolds Averaged Navier Stokes (URANS) modeling of the gas jet impingement on a fixed interface, a 2D Variational Multiscale Simulation (VMS) with anisotropic mesh refinement of the gas jet impingement on a pulsing interface, and a 3D simulation of the jet wiping process combining Large Eddy Simulation (LES) on the gas side with Volume of Fluid (VOF) treatment of the liquid film flow. The experimental modal analysis on the dynamic response of the gas jet and the characterization of the pressure-velocity coupling in the numerical investigation allowed for a complete picture of the mechanism driving the jet oscillation and its possible impact on the liquid film.In parallel, several flow control strategies to prevent the jet oscillation were developed, tested numerically and experimentally in simplified conditions, and later implemented on the design of a new nozzle for the jet wiping process. This new nozzle was finally tested on a laboratory scale of the wiping process and its performances compared to single jet and multiple jet wiping configurations. In these three cases, the experimental work presents the modal analysis of the gas field using TR-PIV and mPOD, the liquid interface tracking via LIF, and the final coating thickness characterization via LAbs.The large spatiotemporally resolved experimental database allowed to give a detailed description of the jet wiping instability and to provide new insights on this fascinating fundamental and applied problem of fluid dynamics. / Doctorat en Sciences de l'ingénieur et technologie / info:eu-repo/semantics/nonPublished

Orientador: Jose Roberto de França Arruda / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica / Made available in DSpace on 2018-09-11T21:08:25Z (GMT). No. of bitstreams: 1 Albuquerque_ElsonLimade_M.pdf: 5441408 bytes, checksum: a2117bd817e2c8a2d88bf1324af63fd6 (MD5) Previous issue date: 2005 / Resumo: Neste trabalho de mestrado são investigadas as limitações do método dos elementos finitos na análise dinâmica de painéis reforçados. O painel foi modelado usando diferentes tipos de malha, mostrando que, dependendo do tamanho do elemento (ou número de graus de liberdade) usado na modelagem, o modelo não representa de uma maneira adequada a estrutura real. Para validar o modelo experimentalmente, foi construído um painel reforçado de alumínio e, através de métodos experimentais, foi feita uma análise modal. Os limites da modelagem pelo método dos elementos finitos, no que diz respeito às médias freqüências foram testados e comparados com resultados experimentais. Com a finalidade de reduzir o custo computacional, foi realizada uma comparação entre o método de elementos finitos e o método de elementos espectrais. Devido às incertezas de alguns parâmetros de entrada dos modelos, foram consideradas variações estatísticas em alguns parâmetros usando o Método de Monte Carlo e o Método da Superfície de Resposta. Os resultados mostraram que a partir de uma certa freqüência o método dos elementos finitos torna-se inviável devido ao alto custo computacional e que em altas freqüências o modelo dinâmico é sensível a pequenas variações nos parâmetros de entrada / Abstract: In this master's thesis work, finite element method limitations are investigated in the dynamic analysis of reinforced panels. The panel was modelled using different meshes in order to show that, depending on the element length (or the number of degree of freedom) used in the model, the model does not properly stand for the real structure. In order to assess experimentally the model, an aluminum reinforced panel was built and, through experimental methods, a modal analysis was carried out. The finite element modelling limits were tested and compared to experimental results regarding mid-frequencies. A comparison between finite element and spectral element methods was carried out for computational cost reduction purposes. Due to uncertainties of some model input parameters, a statistical variation was performed using Monte Carlo and Surface Response methods. Results have shown that, at high frequencies the finite element method is not appropriete for dynamic analysis due to high computational costs in high frequency and it is highly sensitive to small variations ofthe input parameters / Mestrado / Mecanica dos Sólidos e Projeto Mecanico / Mestre em Engenharia Mecânica

Gallium nitride (GaN)-based light-emitting diodes (LEDs) with cylindrical nanostructures have been the subject of significant research interest in the past decade, due to the potential of such structures to increase light extraction efficiency and deliver highly directional light emission. Nanorod LEDs, where the light emission is within the nanocylinder, have the additional potential to increase internal quantum efficiency and emit in colours previously thought impractical with GaN-based LEDs. Optical modelling of nanostructured LEDs is usually carried out using finite-difference time-domain methods, which are computationally intensive and do not always provide sufficient insight into the physics underlying the simulation results. This thesis proposes an intuitive, quasi-analytic method based on modal expansion. It is found that it is possible to calculate the far field diffraction patterns of all guided modes supported by a single nanorod, with full consideration of Fabry-Perot effects, in minutes using a standard office desktop computer. Focus is placed on the case of a nanorod of radius 140 nm, for which angular photoluminescence measurements were available to provide a means of validating the model. Consideration of the guided modes alone provides a compelling explanation for gross features in the measured data where none previously existed. It is shown that, using a standard equation from a textbook, it is possible to calculate how much each of the guided and radiation modes of a single nanorod is excited by a Hertzian dipole of known position and orientation with respect to the nanorod geometry. When interference between these modes is considered, it is possible to calculate the total far field angular emission pattern due to that dipole. Comparing these patterns with photoluminescence measurements allows one to infer the locations and orientations of dipole current sources; the results are found to be consistent with those of cathodoluminescence studies.

No contexto da fonação, as pregas vocais são responsáveis pela produção primária do sinal de voz na laringe. Tão importantes quanto complexas, elas exibem uma dinâmica rica e uma série de comportamentos que determinam as características fundamentais do sinal emitido pela boca. Com o intuito de avaliar suas propriedades sob a luz dos métodos da dinâmica não-linear de sistemas, este trabalho tem por objetivo principal desenvolver uma técnica de extração e simulação de sua dinâmica. Para isto são empregados modelos determinísticos das pregas vocais e imagens de videolaringoscopia de alta velocidade. Estes elementos são usados para reproduzir a dinâmica e cinemática das pregas de indivíduos saudáveis através de um procedimento de otimização dos parâmetros mecânicos destes modelos de pregas. Feito isto, os modelos são usados para avaliar o comportamento não-linear das pregas vocais através de uma análise modal não-linear cujo propósito foi descrever como as não-linearidades estruturais das pregas podem influenciar na voz. Os resultados mostram a eficiência de um método capaz de reproduzir a maior parte dos padrões de vibração das pregas e uma relação de dependência entre sua energia mecânica e sua frequência fundamental de vibração, que é fruto das não-linearidades estruturais das pregas vocais. / As far as phonation is concern, the vocal folds produce the primary voice signal within larynx. As important as complex, they exhibit a rich dynamics capable to influence the fundamental voice features. In light of nonlinear dynamical methods, this work has as purpose to develop a method to extract and simulate the vocal folds dynamics. Deterministic vocal folds models and high-speed videolaryngoscopy are used to reproduce the dynamics of healthy subjects and evaluate their nonlinear behavior and some phenomena raised by the nonlinearities. Nonlinear normal modes are employed to understanding how the nonlinearities may influence the primary phonation. The results show that the method could reflect the most important vibratory patterns. Additionally, the nonlinear analysis has shown energy-frequency dependence and a complex dynamics with structural nonlinearities.

Esse trabalho investiga o impacto do comportamento transitório e em regime permanente da carga sobre a estabilidade de tensão do sistema elétrico. Para isso, utiliza-se uma modelagem detalhada da rede elétrica, capaz de representar os principais eventos inerentes aos fenômenos de instabilidade e colapso de tensão. A simulação numérica do sistema algébrico-diferencial resultante é realizada utilizando-se o solver DASSLC. Ao final desse trabalho, faz-se uma análise da resposta dos diferentes modelos de carga sobre a estabilidade de tensão do sistema de 14 barras do IEEE. / This work investigates the impact of transient and steady state load behavior on power systems voltage stability. In order to do this, a detailed electric power system model is used to reproduce the main aspects of voltage instability and collapse phenomena. The numerical solution of the resulting non-linear differential-algebraic equations is carried out by using the DASSLC solver. An analysis of different load models behaviour for some voltage instability situations is presented for IEEE 14 bus system.

Orientador: Gilberto Pechoto de Melo / Resumo: A identificação de trincas ainda é um desafio na área de monitoramento da integridade estrutural em eixos rotativos. Embora muitas técnicas e modelos tenham sido desenvolvidos, encontrar uma técnica eficiente que possa localizar uma única ou múltiplas trincas ao longo do eixo, ainda é um grande desafio. Nesse trabalho, um novo índice para localização de trincas em eixos rotativos é apresentado. A equação do movimento do rotor com trinca utiliza a notação em coordenadas complexas a fim de separar as contribuições dos modos de precessão direta e retrógrada. O índice SDI (shape and directivity index) é calculado para o rotor, cujo modelo matemático considera a variação instantânea da rigidez do elemento finito devido à abertura e o fechamento gradual da trinca, conhecido como efeito breathing. Através da manipulação do SDI no modelo de cores HSV (hue, saturation and value), desenvolve-se uma escala métrica, visualizada em um mapa de cores, que possibilita localizar a anisotropia causada pela trinca ao longo do eixo. Profundidade e posição da trinca, presença de múltiplas trincas, entre outros fatores que afetam a assinatura da trinca em outros métodos de identificação são analisados. Bons resultados demonstram a eficiência e robustez do novo índice para diversos casos de operação do rotor. Essa métrica de dano acrescenta uma contribuição para os métodos de localização de trincas em sistemas rotativos. / Abstract: Crack identification is still a challenge in the area of structural health monitoring dedicated to rotating shafts. Although many techniques and models have been developed, finding an efficient technique capable of locating a single or multiple cracks along the shaft is still a challenge. In this work, a new index for locating cracks in rotating shafts is proposed. The equation of motion of the cracked rotor uses notation in complex coordinates in order to separate the contributions of forward and backward precession modes. The SDI (shape and directivity index) is calculated for the cracked rotor, which mathematical model considers the instantaneous variation of the finite element stiffness due to the gradual opening and closing of the crack, known as the breathing effect. By manipulating the SDI in the HSV (hue, saturation and value) color model, a metric scale is developed to locate the anisotropy caused by cracks along the shaft, visualized on a color map. Depth and position of the crack, presence of multiple cracks, among other factors that affect the signature of the crack in other identification methods are analyzed. Good results demonstrate the efficiency and robustness of the new index for several rotor operation conditions. This damage metric contributes to crack localization methods in rotating systems. / Doutor

This study investigated the vibration serviceability of timber structures with dowel-type connections. It addressed the use of such connections in cutting-edge timber structures such as multi-storey buildings and long-span bridges, in which the light weight and flexibility of the structure make it possible that vibration induced by dynamic forces such as wind or footfall may cause discomfort to occupants or users of the structure, or otherwise impair its intended use. The nature of the oscillating force imposed on connections by this form of vibration was defined based on literature review and the use of established mathematical models. This allowed the appropriate cyclic load to be applied in experimental work on the most basic component of a dowel-type connection: a steel dowel embedding into a block of timber. A model for the stiffness of the timber in embedment under this cyclic load was developed based on an elastic stress function, which could then be used as the basis of a model for a complete connector. Nonlinear and time-dependent behaviour was also observed in embedment, and a simple rheological model incorporating elastic, viscoelastic and plastic elements was fitted to the measured response to cyclic load. Observations of the embedment response of the timber were then used to explain features of the behaviour of complete single- and multiple-dowel connections under cyclic load representative of in-service vibration. Complete portal frames and cantilever beams were tested under cyclic load, and a design method was derived for predicting the stiffness of such structures, using analytical equations based on the model for embedment behaviour. In each cyclic load test the energy dissipation in the specimen, which contributes to the damping in a complete structure, was measured. The analytical model was used to predict frictional energy dissipation in embedment, which was shown to make a significant contribution to damping in single-dowel connections. Based on the experimental results and analysis, several defining aspects of the dynamic response of the complete structures, such as a reduction of natural frequency with increased amplitude of applied load, were related to the observed and modelled embedment behaviour of the connections.