A clássica teoria de Euler-Bernoulli para vibrações transversais de vigas elásticas é sabido não ser adequada para vibrações de altas freqüências, como é o caso de vibração de vigas curtas. Esta teoria assume que a deflexão deve-se somente ao momento fletor, uma vez que os efeitos da inércia de rotação e da força cortante são negligenciados. Lord Rayleigh complementou a teoria clássica demonstrando a contribuição da inércia de rotação e Timoshenko estendeu a teoria ao incluir os efeitos da força cortante. A equação resultante é conhecida como sendo a que caracteriza a chamada teoria de viga de Timoshenko. Usando-se a matriz de rigidez dinâmica, as freqüências naturais e a resposta dinâmica de estruturas de barras são determinadas e comparadas de acordo com resultados de quatro modelos de vibração. São estudados o problema de vibração flexional de vigas, pórticos e grelhas, bem como o problema de fundação elástica segundo o modelo de Winkler e também a versão mais avançada que é o modelo de Pasternak. / Classical Euler-Bernoulli theory for transverse vibrations of elastic beams is known to be inadequate to consider high frequency modes which occur for short beams, for example. This theory is derived under the assumption that the deflection is only due to bending. The effects of rotary inertia and shear deformation are ignored. Lord Rayleigh improved the classical theory by considering the effect of rotary inertia. Timoshenko extended the theory to include the effects of shear deformation. The resulting equation is known as Timoshenko beam theory. The natural frequencies and dynamic reponse of framed structures are determined by using the dynamic stiffness matrix and compered according to these theories. The flexional vibration problems of beams, plane frames and grids are analysed, as well problems of elastic foundation according the well known Winkler model and also the more general Pasternak model.

Uma das aplicações da análise modal experimental é a avaliação da integridade estrutural. O ensaio dinâmico fornece os valores de freqüência natural, cujas variações podem ser utilizadas para identificar a presença e a magnitude do dano e determinar a rigidez equivalente de peças já fissuradas. Atualmente, as pesquisas sobre o efeito dinâmico nas estruturas civis estão se tornando mais freqüentes. Dentre os vários aspectos de interesse relacionados ao comportamento dinâmico das estruturas de concreto armado, cita-se como relevante a questão da danificação progressiva de seus elementos. Com a evolução da fissuração, existe uma diminuição da freqüência natural e um aumento do amortecimento. Essa variação dos parâmetros permite obter os valores de rigidez equivalente para os diversos estágios de fissuração da peça, o que pode indicar a proximidade da ruptura. Neste trabalho foi avaliada a integridade de elementos estruturais de concreto, discutindo os resultados da análise modal experimental em função do nível de danificação. Foram realizados ensaios em elementos de concreto simples para avaliação do módulo de elasticidade, tanto pelo método estático como pelo método dinâmico, observando a sua variação em função da microfissuração, resistência à compressão e idade do concreto. Os ensaios experimentais foram realizados em corpos-de-prova cilíndricos e prismáticos, sendo os resultados dos ensaios de vibração livre comparados aos resultados obtidos com os ensaios estáticos usuais. Também foram realizados ensaios estáticos e dinâmicos em vigas de concreto armado, de tamanho reduzido, para análise do comportamento de parâmetros dinâmicos ao longo de um processo de danificação. Demonstra-se a viabilidade dos ensaios não-destrutivos dinâmicos para a determinação das propriedades do material e dos elementos de concreto armado, além das vantagens econômicas, facilidade de execução e confiabilidade / Structural integrity assessment may be performed by experimental modal analysis. The dynamic tests provide natural frequencies values whose changes may be used to identify existent damage and to estimate the equivalent stiffness of cracked elements. Nowadays more researches about dynamic effects on civil structures are becoming available. Among all aspects related to the dynamic behaviour of reinforced concrete structures, the progressive damage of their elements is one of great relevance. According to the damage progress, the natural frequencies decrease and the damping factors increase. These dynamic characteristics changes allow getting the equivalent stiffness values for the various degrees of cracking, even indicating the closeness to failure. The objective of this research is to assess the concrete elements integrity and to discuss the results from experimental modal analysis due to different damage levels. There were carried through dynamic and static experiments to evaluate the modulus of elasticity of concrete. It was observed its changes related to concrete micro-cracking, compression strength and age. The experimental testings had been carried through in cylindrical and prismatic specimens. The results obtained from free vibration tests were compared with the ones obtained from the usual static tests. Reinforced concrete beams were also subjected to static and dynamic testings to assess the behavior of the dynamic parameters throughout a damage process. The dynamic non-destructive tests can be used to find out concrete and reinforced beam properties, beyond its economic advantages, easiness to do and trustworthiness

[pt] O Bambu é classificado como Bambusoideae ou como Bambusaceae que pode ser encontrado em abundância especialmente em regiões tropicais e subtropicais. Estudos mostraram que a relação resistência à tração e peso específico do bambu é 2.73 vezes maior que do aço com a vantagem de ter um baixo consumo de energia e baixo custo em sua produção, além de ser um material renovável e ecológico. O bambu é utilizado nas construções civis por séculos, especialmente em regiões sujeitas aos abalos sísmicos. Essas construções, como as obras construídas na América Latina e Taj Mahal, na Índia, mostram que o bambu possui boa resistência às cargas sísmicas; mesmo com essas evidências, muitas vezes citadas na literatura cientifica disponível, não encontramos estudos sobre o comportamento dinâmico do bambu nas obras de engenharia. No Brasil, o bambu é encontrado com abundância em quase todo território nacional, são muito reduzidos os estudos sobre suas propriedades e metodologia para emprego; quanto às propriedades dinâmicas praticamente sem referências. / [en] The Bamboo is classidied as Bambusoideae or as Bambusaeceae that can be fond in abundance in tropical and sub-tropical contries. Studies had shown that the relation tensile stregth and specific weight of the bamboo is 2.73 greater that of the steel with the advantage to have a low consumption of energy and low cost in its production, besides being a renewable and ecological material. The bamboo is used in the civil constructions per centuries, especially in earthquake regions. These constructions, as constructed in America Latina and Taj Mahal, in India, show that the bamboo possess good resistance to seismic loads; exactly with this fact many times cited in available scientific literature do not find studies on the dynamic behavior of the bamboo. In Brazil, the bamboo is found with abundance in almost all domestic territory, very is reduced the studies on its properties and methodology for job; how much to the dynamic properties practically without Reference.

This degree project has been made in cooperation with engineers working for GM Engineering/Saab Automobile AB in Trollhättan. The given name by Saab for the project is “Fuel efficiency improvements in All Wheel Drive(AWD)-system”. The main tasks of this thesis work were to investigate the size of the power losses in different parts on the propeller shaft, to design a computer program that calculates coordinates and angles on a propeller shaft and to investigate the possibilities to put together a simplified formula that calculates the natural frequencies on a propeller shaft. The main parts of this report are a compilation of the theory about AWD and mostly about the parts on the propeller shaft, and also a description of the developed computer program called Propeller Shaft Calculator. This report doesn’t concern power losses in the different joints because there were no such general equations to be found. The most common way to calculate the power losses inside a joint is to do tests were the power loss is measured at different angles, torque and speed and then use that data to put together an approximated equation. Most of the work on this project has been on theory studies and on programming. The main result of the project is the program Propeller Shaft Calculator. Propeller Shaft Calculator is a program that is designed in Microsoft Excel. All the menus are programmed in the visual basic editor in Excel. The program is supposed to be used as a help while designing new propeller shafts. Propeller Shaft Calculator can calculate all the coordinates, lengths, angles and directions on a propeller shaft. It also calculates natural frequencies, plunge, estimated power loss on the second shaft and angles in the joints. In the program you can choose to do calculations on four different configurations of propeller shafts but can quite easy upgrade the program with more choices. Basically the program works like this: First you choose the right propeller shaft in the main menu. Then you fill out the indata sheet with coordinates, lengths, material data and so on. As you type in the input data the output data will appear in the out-data sheet next to the in-data. Every propeller shaft has also a calculations sheet were more detailed calculations can be found. The program also has a built in help function and a warning function that lights a warning sign next to the values if they are outside the limits.

<p>This degree project has been made in cooperation with engineers working for GM Engineering/Saab Automobile AB in Trollhättan. The given name by Saab for the project is “Fuel efficiency improvements in All Wheel Drive(AWD)-system”. The main tasks of this thesis work were to investigate the size of the power losses in different parts on the propeller shaft, to design a computer program that calculates</p><p>coordinates and angles on a propeller shaft and to investigate the possibilities to put together a simplified formula that calculates the natural frequencies on a propeller shaft.</p><p>The main parts of this report are a compilation of the theory about AWD and mostly about the parts on the propeller shaft, and also a description of the developed computer program called Propeller Shaft Calculator. This report doesn’t concern power losses in the different joints because there were no such general equations to be found. The most common way to calculate the power losses inside a joint is to do tests were the power loss is measured at different angles, torque and speed and then use that data to put together an approximated equation.</p><p>Most of the work on this project has been on theory studies and on programming. The main result of the project is the program Propeller Shaft Calculator.</p><p>Propeller Shaft Calculator is a program that is designed in Microsoft Excel. All the menus are programmed in the visual basic editor in Excel. The program is supposed to be used as a help while designing new propeller shafts.</p><p>Propeller Shaft Calculator can calculate all the coordinates, lengths, angles and directions on a propeller shaft. It also calculates natural frequencies, plunge, estimated power loss on the second shaft and angles in the joints. In the program you can choose to do calculations on four different configurations of propeller shafts but can quite</p><p>easy upgrade the program with more choices.</p><p>Basically the program works like this:</p><p>First you choose the right propeller shaft in the main menu. Then you fill out the indata sheet with coordinates, lengths, material data and so on. As you type in the input data the output data will appear in the out-data sheet next to the in-data. Every propeller shaft has also a calculations sheet were more detailed calculations can be</p><p>found.</p><p>The program also has a built in help function and a warning function that lights a warning sign next to the values if they are outside the limits.</p>

Atmospheric icing presents serious challenges to the development of wind power of the wind energy industry in cold regions. The potential detrimental impact on the safe operation of wind turbines and the energy harvest hasn't been fully understood and requires further investigation. This thesis presents the research on icing profiles under different weather conditions and their impact on natural frequency, fatigue life, and lift and drag of the wind turbine blade. The research aims to develop a further understanding of the effect of atmospheric ice accretion on the structural integrity and aerodynamic performance of wind turbine blades through numerical and aerodynamic investigations to address the challenges facing the industry. A 5-MW NREL (National Renewable Energy Laboratory) wind turbine blade was selected for this study, due to availability of required geometric design parameters and experimental data for verification. The turbine rotor and its three blades were modelled and numerically simulated with commercial finite element software ANSYS. Three icing scenarios were chosen according to the ISO Standard and the corresponding icing profiles were developed to investigate their influence on vibrational behaviours of the wind turbine blade and rotor under different weather conditions. Icing loads were applied on the leading edge of the blade and natural frequency results were compared between clean and iced blades. It was found that harsh icing weather drove the natural frequency down to the near resonance limit, which could lead to significant issue on structural integrity of the wind turbine. The effect of atmospheric ice accretion with additional load due to varying wind speeds on the fatigue life of the wind turbine blade has been investigated. Significant reduction of fatigue life was found due to the increase of the von Mises stresses. Finally, computational fluid dynamics (CFD) analysis was carried out to investigate the effect of atmospheric ice accretion on the aerodynamic performance of typical 1-MW and 5-MW wind turbine blades. Results of the drag and lift coefficients and power production under different icing scenarios were obtained for five angles of attack. Compared with the results of the clean aerofoil profile, remarkable reduction in the power generation was observed due to the accreted ice at various aerofoil sections in the spanwise direction of the blade, demonstrating the detrimental impact of atmospheric icing on energy harvest for the wind energy industry.

The possibility to save energy in synchronous machines operation by dismissing d-axis damping bars and surrogating them with active excitation current control in sectored field winding is proved. In particular a way to recover the energy of rotor oscillations during power regulation is shown by means of a studycase generator whereas a self-starting machine is analytically and numerically designed in view of its next construction and test. Principal design requirements and limits for both applications are presented and discussed.

O objetivo de colaborar com o equacionamento da problemática do crescimento populacional por meio de uma proposta viável economicamente, e com vantagens tecnológicas com vistas à durabilidade para a armazenagem de gêneros alimentícios em baixas temperaturas motivou o desenvolvimento desta pesquisa, na qual se propõe o uso do concreto como material alternativo para a construção de sistemas de guarda e conservação de alimentos. A partir de um adequado método de dosagem e da tecnologia desenvolvida pelo grupo de pesquisadores do Laboratório de Materiais Avançados à Base de Cimento, foram elaborados dois concretos diferenciados pela incorporação ou não de ar. A durabilidade do concreto para ambientes com baixas temperaturas tem sido relacionada a um sistema de vazios de ar com volume de 6 '+ OU -' 1 % e adequado espaçamento entre as bolhas de ar. O desempenho desses concretos em ambientes com baixas temperaturas foi avaliado acondicionando-os em uma câmara fria com temperatura de - 35 ± 2 graus Celsius. A sanidade dos corpos-de-prova foi monitorada por meio de ensaios não destrutivos (i.e. determinação da freqüência natural). O período de exposição foi de trinta e cinco dias, sendo que após o sétimo dia ocorreu a estabilização dos valores da freqüência natural dos corpos-de-prova. Os dois tipos de concretos ensaiados - com ar incorporado e sem ar incorporado - mostraram-se resistentes nestas condições de ensaio. Os resultados obtidos demonstram que os concretos, de acordo com o método utilizado, atendem a todos os requisitos para os quais foram projetados / The aim to collaborate with the set out of the world population increase problem, using a feasible and economical proposal, with technology advantages, destined to store foodstuff in low temperatures, motivated the development of this research, that suggests concrete as an alternative material to storage and conservation foodstuff system construction. Starting from the concrete design with an adequate method, and based on the technology developed by worker group of Laboratory of Advanced Cement Based Materials, were designed two kinds of concrete: with and without incorporated air. The durability of concrete in low temperatures environment were related to air voids system with 6 '+ OU -' 1% of air content, and to adequate spacing between air voids. The concrete behaviour in low temperatures environment was evaluated placing the specimens in a cold chamber, whose temperatures were about -35 '+ OU -' 2 Celsius degrees. The integrity of the specimens was evaluated by non-destructive method (determination of natural frequency). The exposure period of the specimens was thirty five days, but at seventh day the natural frequencies values were stabilized. Both kind of concrete were resistant in this condition. The obtained results show that concretes, in conformity to the used methodology, performed all requirement for that were designed

Uma das aplicações da análise modal experimental é a avaliação da integridade estrutural. O ensaio dinâmico fornece os valores de freqüência natural, cujas variações podem ser utilizadas para identificar a presença e a magnitude do dano e determinar a rigidez equivalente de peças já fissuradas. Atualmente, as pesquisas sobre o efeito dinâmico nas estruturas civis estão se tornando mais freqüentes. Dentre os vários aspectos de interesse relacionados ao comportamento dinâmico das estruturas de concreto armado, cita-se como relevante a questão da danificação progressiva de seus elementos. Com a evolução da fissuração, existe uma diminuição da freqüência natural e um aumento do amortecimento. Essa variação dos parâmetros permite obter os valores de rigidez equivalente para os diversos estágios de fissuração da peça, o que pode indicar a proximidade da ruptura. Neste trabalho foi avaliada a integridade de elementos estruturais de concreto, discutindo os resultados da análise modal experimental em função do nível de danificação. Foram realizados ensaios em elementos de concreto simples para avaliação do módulo de elasticidade, tanto pelo método estático como pelo método dinâmico, observando a sua variação em função da microfissuração, resistência à compressão e idade do concreto. Os ensaios experimentais foram realizados em corpos-de-prova cilíndricos e prismáticos, sendo os resultados dos ensaios de vibração livre comparados aos resultados obtidos com os ensaios estáticos usuais. Também foram realizados ensaios estáticos e dinâmicos em vigas de concreto armado, de tamanho reduzido, para análise do comportamento de parâmetros dinâmicos ao longo de um processo de danificação. Demonstra-se a viabilidade dos ensaios não-destrutivos dinâmicos para a determinação das propriedades do material e dos elementos de concreto armado, além das vantagens econômicas, facilidade de execução e confiabilidade / Structural integrity assessment may be performed by experimental modal analysis. The dynamic tests provide natural frequencies values whose changes may be used to identify existent damage and to estimate the equivalent stiffness of cracked elements. Nowadays more researches about dynamic effects on civil structures are becoming available. Among all aspects related to the dynamic behaviour of reinforced concrete structures, the progressive damage of their elements is one of great relevance. According to the damage progress, the natural frequencies decrease and the damping factors increase. These dynamic characteristics changes allow getting the equivalent stiffness values for the various degrees of cracking, even indicating the closeness to failure. The objective of this research is to assess the concrete elements integrity and to discuss the results from experimental modal analysis due to different damage levels. There were carried through dynamic and static experiments to evaluate the modulus of elasticity of concrete. It was observed its changes related to concrete micro-cracking, compression strength and age. The experimental testings had been carried through in cylindrical and prismatic specimens. The results obtained from free vibration tests were compared with the ones obtained from the usual static tests. Reinforced concrete beams were also subjected to static and dynamic testings to assess the behavior of the dynamic parameters throughout a damage process. The dynamic non-destructive tests can be used to find out concrete and reinforced beam properties, beyond its economic advantages, easiness to do and trustworthiness

A clássica teoria de Euler-Bernoulli para vibrações transversais de vigas elásticas é sabido não ser adequada para vibrações de altas freqüências, como é o caso de vibração de vigas curtas. Esta teoria assume que a deflexão deve-se somente ao momento fletor, uma vez que os efeitos da inércia de rotação e da força cortante são negligenciados. Lord Rayleigh complementou a teoria clássica demonstrando a contribuição da inércia de rotação e Timoshenko estendeu a teoria ao incluir os efeitos da força cortante. A equação resultante é conhecida como sendo a que caracteriza a chamada teoria de viga de Timoshenko. Usando-se a matriz de rigidez dinâmica, as freqüências naturais e a resposta dinâmica de estruturas de barras são determinadas e comparadas de acordo com resultados de quatro modelos de vibração. São estudados o problema de vibração flexional de vigas, pórticos e grelhas, bem como o problema de fundação elástica segundo o modelo de Winkler e também a versão mais avançada que é o modelo de Pasternak. / Classical Euler-Bernoulli theory for transverse vibrations of elastic beams is known to be inadequate to consider high frequency modes which occur for short beams, for example. This theory is derived under the assumption that the deflection is only due to bending. The effects of rotary inertia and shear deformation are ignored. Lord Rayleigh improved the classical theory by considering the effect of rotary inertia. Timoshenko extended the theory to include the effects of shear deformation. The resulting equation is known as Timoshenko beam theory. The natural frequencies and dynamic reponse of framed structures are determined by using the dynamic stiffness matrix and compered according to these theories. The flexional vibration problems of beams, plane frames and grids are analysed, as well problems of elastic foundation according the well known Winkler model and also the more general Pasternak model.