966 resultados para Mechanical structures


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Polymeric materials have become the reference material for high reliability and performance applications. However, their performance in service conditions is difficult to predict, due in large part to their inherent complex morphology, which leads to non-linear and anisotropic behavior, highly dependent on the thermomechanical environment under which it is processed. In this work, a multiscale approach is proposed to investigate the mechanical properties of polymeric-based material under strain. To achieve a better understanding of phenomena occurring at the smaller scales, the coupling of a finite element method (FEM) and molecular dynamics (MD) modeling, in an iterative procedure, was employed, enabling the prediction of the macroscopic constitutive response. As the mechanical response can be related to the local microstructure, which in turn depends on the nano-scale structure, this multiscale approach computes the stress-strain relationship at every analysis point of the macro-structure by detailed modeling of the underlying micro- and meso-scale deformation phenomena. The proposed multiscale approach can enable prediction of properties at the macroscale while taking into consideration phenomena that occur at the mesoscale, thus offering an increased potential accuracy compared to traditional methods.

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This study aimed to analyze the economic viability of the third milking in production systems using mechanical milking in a closed circuit, aiming to provide technicians and farmers with information to assist them in decision-making. Specifically, it intended: (a) to estimate the cost of one milking; (b) to estimate the cost of the third milking; (c) to develop a mathematical equation to estimate the minimum amount of milk produced with two milkings, from which it would be economically feasible to do the third milking. Data were collected from three dairy farms, from November 2010 to March 2011, keeping a twice-a-day milking frequency, with three data collections in each farm, totalizing nine collections. Considering the average data, it would be feasible to do the third milking if the average milk yield per day of lactating cows in a twice-a-day milking frequency was greater than or equal to 24.43 kg of milk.

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A package of B-spline finite strip models is developed for the linear analysis of piezolaminated plates and shells. This package is associated to a global optimization technique in order to enhance the performance of these types of structures, subjected to various types of objective functions and/or constraints, with discrete and continuous design variables. The models considered are based on a higher-order displacement field and one can apply them to the static, free vibration and buckling analyses of laminated adaptive structures with arbitrary lay-ups, loading and boundary conditions. Genetic algorithms, with either binary or floating point encoding of design variables, were considered to find optimal locations of piezoelectric actuators as well as to determine the best voltages applied to them in order to obtain a desired structure shape. These models provide an overall economy of computing effort for static and vibration problems.

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A adequada previsão do comportamento diferido do betão, designadamente da retracção, é essencial no projecto de uma obra de grandes dimensões, permitindo conceber, dimensionar e adoptar as disposições construtivas para um comportamento estrutural que satisfaça os requisitos de segurança, utilização e durabilidade. O actual momento é marcado por uma transição em termos da regulamentação de estruturas, com a eminente substituição da regulamentação nacional por regulamentação europeia. No caso das estruturas de betão, o Regulamento de Estruturas de Betão Armado e Pré-Esforçado (REBAP), em vigor desde 1983, será substituído pelo Eurocódigo 2. Paralelamente, a Federation International du Betón publicou o Model Code 2010 (MC2010), um documento que certamente terá forte influência na evolução da regulamentação das estruturas de betão. Neste contexto, o presente trabalho tem como objectivo estabelecer uma comparação entre os diferentes modelos de previsão da retracção incluídos nos documentos normativos referidos, identificando as principais diferenças e semelhanças entre eles e quantificando a influência dos diferentes factores considerados na sua formulação, de forma a avaliar o impacto que a introdução destes modelos de previsão irá ter no projecto de estruturas de betão. Com o propósito de aferir a forma como estes modelos reflectem a realidade do fenómeno em estudo, procedeu-se à aplicação destes modelos de previsão ao betão de duas obras cujo comportamento estrutural é observado pelo LNEC, concretamente a ponte Miguel Torga, sobre o rio Douro, na Régua, e a ponte sobre o rio Angueira, no distrito de Bragança. Em ambas as obras tinha sido efectuada a caracterização in situ da retracção, tendo-se comparado os valores experimentais assim obtidos com os valores provenientes da aplicação dos modelos de previsão considerados neste trabalho. Finalmente são apresentadas algumas conclusões obtidas com o trabalho desenvolvido nesta dissertação, bem como algumas sugestões para desenvolvimentos futuros.

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In recent works large area hydrogenated amorphous silicon p-i-n structures with low conductivity doped layers were proposed as single element image sensors. The working principle of this type of sensor is based on the modulation, by the local illumination conditions, of the photocurrent generated by a light beam scanning the active area of the device. In order to evaluate the sensor capabilities is necessary to perform a response time characterization. This work focuses on the transient response of such sensor and on the influence of the carbon contents of the doped layers. In order to evaluate the response time a set of devices with different percentage of carbon incorporation in the doped layers is analyzed by measuring the scanner-induced photocurrent under different bias conditions.

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Topology optimization consists in finding the spatial distribution of a given total volume of material for the resulting structure to have some optimal property, for instance, maximization of structural stiffness or maximization of the fundamental eigenfrequency. In this paper a Genetic Algorithm (GA) employing a representation method based on trees is developed to generate initial feasible individuals that remain feasible upon crossover and mutation and as such do not require any repairing operator to ensure feasibility. Several application examples are studied involving the topology optimization of structures where the objective functions is the maximization of the stiffness and the maximization of the first and the second eigenfrequencies of a plate, all cases having a prescribed material volume constraint.

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Esta dissertação insere-se num projecto de investigação relacionado com o papel que a madeira apresenta na construção nos tempos de hoje, necessário para obtenção do Mestrado em Engenharia Civil. A madeira apresenta, enquanto material de construção, especificidades únicas: é um material orgânico, ao contrário da pedra, do aço e do betão; é um material combustível, sem que isto implique necessariamente uma baixa resistência ao fogo; é um material tradicional, presente em pavimentos e coberturas de edifícios antigos e é, paradoxalmente, um material novo, adoptado em arrojadas obras de arquitectura contemporânea. Estas características, associadas à necessidade de garantir a sustentabilidade da construção e de conservar e reabilitar o património edificado, tornam essencial o estudo das propriedades mecânicas do material, dos seus processos de degradação química e biológica, dos meios de protecção e do comportamento de elementos estruturais ao fogo. As estruturas em madeira têm tido uma procura crescente no nosso país, revelando-se uma opção interessante, como alternativa a estruturas de aço ou de betão. No entanto, por configurarem ainda soluções estruturais, materiais e processos construtivos pouco comuns entre nós, considera-se que não estão suficientemente divulgados os instrumentos de que podemos e devemos dispor para a garantia da qualidade destas estruturas. É apresentado um estudo de viabilidade económica no âmbito do nosso país, comparando casas em madeira, modulares pré-fabricadas, com casas cuja construção é feita em alvenaria e betão armado, de forma a poder comparar os custos para ambas as soluções construtivas. Para tal, foram realizadas visitas a empresas, fábricas e a obras com o objectivo de entender como funciona o processo de fabrico de uma casa pré-fabricada em madeira.

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Characteristics of tunable wavelength filters based on a-SiC:H multi-layered stacked cells are studied both theoretically and experimentally. Results show that the light-activated photonic device combines the demultiplexing operation with the simultaneous photodetection and self amplification of an optical signal. The sensor is a bias wavelength current-controlled device that make use of changes in the wavelength of the background to control the power delivered to the load, acting a photonic active filter. Its gain depends on the background wavelength that controls the electrical field profile across the device.

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Characteristics of tunable wavelength pi'n/pin filters based on a-SiC:H multilayered stacked cells are studied both experimental and theoretically. Results show that the device combines the demultiplexing operation with the simultaneous photodetection and self amplification of the signal. An algorithm to decode the multiplex signal is established. A capacitive active band-pass filter model is presented and supported by an electrical simulation of the state variable filter circuit. Experimental and simulated results show that the device acts as a state variable filter. It combines the properties of active high-pass and low-pass filter sections into a capacitive active band-pass filter using a changing photo capacitance to control the power delivered to the load.

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Structures experience various types of loads along their lifetime, which can be either static or dynamic and may be associated to phenomena of corrosion and chemical attack, among others. As a consequence, different types of structural damage can be produced; the deteriorated structure may have its capacity affected, leading to excessive vibration problems or even possible failure. It is very important to develop methods that are able to simultaneously detect the existence of damage and to quantify its extent. In this paper the authors propose a method to detect and quantify structural damage, using response transmissibilities measured along the structure. Some numerical simulations are presented and a comparison is made with results using frequency response functions. Experimental tests are also undertaken to validate the proposed technique. (C) 2011 Elsevier Ltd. All rights reserved.

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The diaphragm is a muscular membrane separating the abdominal and thoracic cavities, and its motion is directly linked to respiration. In this study, using data from a 59-year-old female cadaver obtained from the Visible Human Project, the diaphragm is reconstructed and, from the corresponding solid object, a shell finite element mesh is generated and used in several analyses performed with the ABAQUS 6.7 software. These analyses consider the direction of the muscle fibres and the incompressibility of the tissue. The constitutive model for the isotropic strain energy as well as the passive and active strain energy stored in the fibres is adapted from Humphrey's model for cardiac muscles. Furthermore, numerical results for the diaphragmatic floor under pressure and active contraction in normal and pathological cases are presented.

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The organotin(IV) compounds [Me2Sn(L)(2)] (1), [Et(2)sn(L)(2)] (2), [(Bu2Sn)-Bu-n(L)(2)] (3), [(n)Oct(2)Sn(L)(2)] (4), [Ph2Sn(L)(2)] (5), and [PhOSnL](6) (6) have been synthesized from the reactions of 1-(4-chlorophenyl)-1-cyclopentanecarboxylic acid (HL) with the corresponding diorganotin(IV) oxide or dichloride. They were characterized by IR and multinuclear NMR spectroscopies, elemental analysis, cyclic voltammetry, and, for 2, 3, 4 and 6, single crystal X-ray diffraction analysis. While 1-5 are mononuclear diorganotin (IV) compounds, the X-ray diffraction of 6 discloses a hexameric drumlike structure with a prismatic Sn6O6 core. All these complexes undergo irreversible reductions and were screened for their in vitro antitumor activities toward HL-60, BGC-823, Bel-7402, and KB human cancer cell lines. Within the mononuclear compounds, the most active ones (3, 5) are easiest to reduce (least cathodic reduction potentials), while the least active ones (1, 4) are the most difficult to reduce. Structural rearrangements (i.e., Sn-O bond cleavages and trans-to-cis isomerization) induced by reduction, which eventually can favor the bioactivity, are disclosed by theoretical/electrochemical studies.

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Research on the use of Construction and Demolition Waste (CDW) as recycled aggregate (in particular crushed concrete) for the production of new concrete has by now established the feasibility of this environmentally-friendly use of otherwise harmful waste. However, contrary to conventional concrete (CC), no large applications of concrete made with recycled concrete have been made and there is still a lack of knowledge in some areas of production and performance of recycled aggregate concrete (RAC). One issue concerns curing conditions: these greatly affect the performance of concrete made on site and some potential users of RAC wonder how RAC is affected by far-from-ideal curing conditions. This paper shows the main results of experiments to determine the influence of different curing conditions on the mechanical performance of concrete made with coarse recycled aggregate from crushed concrete. The properties analyzed include compressive strength, splitting tensile strength, modulus of elasticity, and abrasion resistance. The general conclusion in terms of mechanical performance is that RAC is affected by curing conditions roughly in the same way as CC. (C) 2011 Elsevier Ltd. All rights reserved.