184 resultados para Fundos Estruturais


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In civil engineering, a structure is the whole sustainment of a construction and, thus, it is important that it remains intact throughout its lifetime. An engineering construction must last for decades without losing its functionality. However its purpose may be altered and several times the original structure does not meet the new needs of use. Still, in new buildings, the functionality is altered due to possible flaws in execution and the structure, invariably does not reach the desired solicitation needs. In cases like this, the commonly adopted solutions are, basically, the demolishment followed by the reconstruction of the desired mold or the structural reinforcement. This second option, for long years, has not been put to practice due to certain factors such as the high costs for its implantation, use of inadequate reinforcement execution techniques, and the culture of people involved in the area regarding its use and, in this case, the option would always be the reconstruction. Thoughtout the years, some techniques were developed to allow the execution of structural reinforcements with low costs and in efficient ways. An interesting, fast, efficient and economical technique is the structural reinforcement through metal sheets put together with epoxy resin that can be applied in beams, slabs and pillars. In the present work the different behavior of beams reinforced with this technique. Steel is a very recommended material for these reinforcements due to its characteristics related to traction, compression and the effectiveness of the technique related to its cost. For the attachment the epoxy resin is recommended, since it allows the joining of two materials, in this case, steel and concrete. The efficiency of this union is so considerably high that it rarely produces any flaws in adherence and, normally, when it happens it is due to problems in the execution process, not in the union of materials

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The electronic, structural properties and elastic constants of the wurtzite phase of zinc oxide, ZnO, was investigated using computer simulation at Density Functional Theory level, with B3LYP hybrid functional and Hartree-Fock methodology. The electronic properties as well the band energy was investigated through the analysis of the band structures and density of states (DOS), and the mechanical properties was studied through the calculus of the elastic constants C11, C33, C44, C12 e C13. The results are in good agreement with experimental data found in the literature and in accordance with results obtained by another theoretical methodology

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The main purpose of this research is to raise, through lab rehearsals, the geometric properties of some oxisols from the region of Vale do Paraíba as well as comparing them to demands prescribed by Technical Specifications ESP08/05 of the Road Department of the State of Paraná, for sub-base or fine grained lateritic soil base (SAFL) and in the Technical Specification ET-DEP00/006 of the Road Department of the State of São Paulo (DER/SP) for subbase or crushed stone base. According to the results that were obtained it will be feasible to appraise the usage of these sorts of soils in structure layers of low-weight traffic pavements

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Nowadays technological trend is based on finding materials that could support low weight with satisfactory mechanical properties and for this reason composite material became a very attractive topic in research projects all over the world. Due to its heterogenic properties, this type of material shows scatter in mechanical test results, especially in cyclic loading. Therefore it is important to predict its fatigue strength behaviour by statistic analysis, once fatigue causes approximately 90% of the failure in structural components. The present work aimed to investigate the fatigue behaviour of the Twill/Cycom 890 composite, which is carbon fiber reinforced with polymeric resin as matrix and manufactured via RTM process (Resin Transfer Molding). All samples were tested in different tensile level in triplicate in order to associate these values. The statistical analysis was conducted with Two-Parameter Weibull Distribution and then evaluated the fatigue life results for the composite. Weibull graphics were used to determine the scale and shape parameters. The S-N curve for the Twill/Cycom composite was drawn and indicated the number of cycles to occur the first damages in this material. The probability of failure was associated with material reliability, as shown in graphics for the different tensile levels and fatigue life. In addition, the laminate was evaluated by ultrasonic inspection showing a regular impregnation. The fractographic analysis conducted by SEM showed failure mechanisms for polymeric composites associated to cyclic loadings ... (Complete abstract click electronic access below)

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Proteínas que apresentam atividades no núcleo e possuem sequência de localização nuclear (NLS) tem seu deslocamento dependente do heterodímero importina-α/β. A importina- (ImpA) é responsável pelo reconhecimento inicial do substrato a ser importado através da interação com os NLS. Os sinais são caracterizados por apresentar um ou mais grupos de aminoácidos básicos, denominados como sequências monopartidas e bipartidas. O fungo Neurospora crassa vem sendo utilizado há mais de 70 anos como organismo modelo em estudos de expressão gênica, desenvolvimento e diferenciação celular, ritmo circadiano, defesa do genoma, bem como outros aspectos da biologia de eucariotos. A presença de um grande número de genes no genoma de N. crassa ainda com funções desconhecidas aponta este organismo como um promissor modelo para o estudo de novos mecanismos genéticos e bioquímicos ainda não identificados. Considerando a importância do metabolismo do glicogênio para os organismos, o presente trabalho teve como objetivo o estudo estrutural de complexos de ImpA com peptídeos NLSs (NCM e NCB) de proteínas envolvidas no metabolismo de glicogênio do fungo N. crassa, utilizando técnicas de cristalografia de proteínas. Monocristais dos complexos ImpA-NCM e ImpA-NCB foram obtidos para a coleta dos dados de difração de raios-X, resultando em dois conjuntos de dados à 2,1Å e 2,45Å de resolução, respectivamente. Após elucidação da estrutura da ImpA, mapas de densidade eletrônica gerados revelaram uma densidade eletrônica no sítio principal de reconhecimento de NLS da ImpA de ambas estruturas, possibilitando modelagem dos peptídeos. Em uma comparação do mapa de densidade eletrônica obtido de ambos complexos com um mapa de uma estrutura nativa de ImpA (70-529) coletada à 2,0Å de resolução, a qual usualmente apresenta um peptídeo “contaminante” no sitio de ligação... (Resumo completo, clicar acesso eletrônico abaixo)

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Atualmente, as pesquisas acadêmicas e industriais não estão voltadas apenas para a descoberta de novos fármacos, mas também para novas maneiras de administração de medicamentos pretendendo obter melhores ações farmacológicas alem de reduzir efeitos colaterais. Partindo deste pressuposto, estudos demonstram que inúmeras moléculas podem ser incorporadas a polímeros híbridos orgânico-inorgânico preparados pelo processo sol-gel, assim pretende-se estudar a possibilidade de sua aplicação no desenvolvimento de um dispositivo de liberação controlada de fármacos na forma de implantes subcutâneos. As matrizes hibridas para serem implantadas devem, necessariamente, ser estéreis. Para isto este trabalho analisa a interação entre o processo de esterilização e uma provável alteração estrutural nestes polímeros. A esterilização por calor úmido em autoclave e a esterilização por radiação gama foram escolhidas para analisar a correlação entre alteração estrutural do hibrido e o processo de eliminação de microorganismos. Outro aspecto que levamos em consideração foi a melhora das características mecânicas das matrizes poliméricas confeccionadas com poli óxido etileno de peso molecular 1900 (POE 1900) e poli óxido propileno de peso molecular 400 (POP 400). Para serem implantadas estas matrizes devem estar uniformes, e não podem trincar ou quebrar antes ou após a implantação. Considerando estes fatores foi adicionado as amostras um agente plastificante, o álcool polivinílico (PVA), na tentativa de melhorar estas características

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This work aims to study the structural characteristics of silica gels obtained from the acid hydrolysis of tetraethoxysilane (TEOS) in water solutions with different concentrations of sodium dodecyl sulfate (SDS). The structural characteristics were studied in stages ranging from the wet gel to the dry stages of the gels (aerogels and xerogels). Aerogels were obtained by ambient pressure drying (APD) after silylation process using trimethylchlorosilane (TMCS) as silylating agent. Xerogels were obtained by conventional evaporating the liquid phase from non silylated gels. The samples were characterized by nitrogen adsorption and small angle X-ray scattering (SAXS). The structure of the wet gels and of the aerogels prepared with the surfactant exhibited characteristics of mass-fractal structures with fractal dimension D in the range 2.1-2.2 for the wet gels and 2.3-2.4 for the aerogels. The characteristic size  of the fractal domain reduces while the size a0 of the primary silica particle composing the fractal structure increases with the drying of the gels, in a process in which share of the porosity is eliminated. Aerogels exhibited typical values for the specific surface of 900 m2g-1 and of 3.5 cm3.g-1 for the total pore volume. These values are correspondingly comparable to those of the aerogels prepared by supercritical drying, since the silylation process replaces hydrophilic –OH groups by hydrophobic –Si-R3 ones, inhibiting the porosity elimination on drying. The silica particle size also increases lightly with the silylation because the attachment of the –Si-R3 groups on the silica surface. The pore size distribution curves of the aerogels are similar for all samples exhibiting a maximum in around 40 nm, independent the concentration of surfactant. This suggests that the characteristic size of 40 nm is due to the association of surfactant micelles... (Complete abstract click electronic access below)

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O país passou por um período de grandes transformações no último quarto do século XX, os quais afetaram em grande medida a esfera social, política e econômica da sociedade. Dado o enfraquecimento do Estado de Bem Estar Social, e a ascensão do pensamento neoliberal nos anos 1970, houve a revisão do papel do Estado em todo o globo. As reformas neoliberais durante a década de 1990 tiveram um impacto significativo sobre os níveis do produto, e refletiram na redução do emprego até o fim da década, além do surgimento de novas formas de precarização do trabalho. Este trabalho tem como principal objetivo elucidar o impacto destas reformas estruturais sobre o emprego e seus desdobramentos na sociedade

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This paper studies the frame deformations on a formula SAE vehicle in steady-state cornering and its influence on the lateral load transfers and, consequently, on the tires normal loads due to the applied lateral load. For a vehicle with a perfect rigid frame, the vehicle mass, the position of the center of gravity and the suspensions are the only factors responsible for the load distribution between the tires. When the frame deformations are no longer negligible, the frame deformations affect the loaddistribution between the tires. The frame flexibility turns it able to behave as an additional set of springs to the suspension system, thus changing the behavior of the set. This paper describes howit happens and suggests ways to minimize this phenomenon

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The study of physical and mechanical properties of wood is essential for its structural use and it is of great importance to the construction industry. Thus, this study aimed to determine the physical and mechanical properties of the wood Amaru - a hybrid of Eucalyptus, developed by Plantar Projects and Forest Products Ltda. In order to determine the properties of Amaru, round samples were used, which were provided to the Laboratory of Wood and Wooden Structures of the School of Engineering of São Carlos, University of São Paulo - LaMEM / EESC / USP. For the characterization of the physical properties, the apparent specific gravity and moisture content of the samples were determined. To the mechanical characterization, the following properties were evaluated: strength and stiffness in compression, strength and stiffness in bending, shear and tension. The procedures of the tests performed in this study were done according to the recommendations of the Brazilian Wood Standard ABNT NBR 7190:1997. The specimen used were confectioned in actual dimensions, according to as those used in the construction system proposed by Plantar. The results obtained from the tests performed showed that the mechanical properties approached the values proposed by the Wood Standard NBR 7190. The visual grading was important to provide a primary idea about the failure modes to be obtained from the tests performed. The bending test showed the modulus of elasticity (MOE) and Modulus of Rupture (MOR), which resulted in 15822 MPa and 101,7 MPa, respectively. The compression test resulted in values Ec0,m and fc0, 15698 MPa and 50,7 MPa. The tensile strength (ft0) of this hybrid was calculated and its value obtained was 60,8 MPa. The shear strength (fv0) was 8,2 MPa. The results obtained from the tests are the basis for engineers and architects to design structures using wood species Amaru

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Any failure process that may occur in a part probably is located where the stress exceeded the level of resistance. When a part or component has a sharp change in geometry, such as slots, holes, grooves, bumps or other irregularities, there is an increased concentration of stress at a specific location of the part. The objective of this study is to determine the maximum stresses in structural parts and components using the equations of elasticity theory in conjunction with the stress concentration factor experiment and compare them with results obtained by finite element method

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Com base nas coletas realizadas em quatro parcelas de um hectare (Designadas pelas letras B, C, D e E localizadas no Núcleo Picinguaba, município de Ubatuba, São Paulo, foi levantada uma base de dados florísticos e fitossociológicos para a família Myrtaceae. Todas as parcelas situam-se em área de ocorrência de Floresta Ombrófila Densa e estão inseridas no Projeto Temático “Composição florística, estrutura e funcionamento da Floresta Ombrófila Densa dos Núcleos Picinguaba e Santa Virgínia do Parque Estadual da Serra do Mar” do Programa BIOTA-FAPESP. O estudo teve como objetivo investigar a influência de Myrtaceae na constituição estrutural e diversidade do componente arbóreo no trecho florestal amostrado. No total foram amostradas 66 espécies para a família, distribuídas em 9 gêneros, sendo que Eugenia foi o gênero de maior riqueza. A parcela B foi a que mais apresentou espécies de Myrtaceae. Dos 4750 indivíduos contemplados, Myrtaceae contribuiu com 861, sendo precedida apenas por Rubiaceae com 922 indivíduos; A parcela E concentrou o maior número deles (223); Da área basal total 106,17 m², Myrtaceae contribui com 16,16 m². Apareceu com frequência absoluta entre 85% e 90% nas quatro parcelas, totalizando 87,5% nos 4 ha. Apresentou diâmetro e altura média de 12,73 cm e 8,17m respectivamente. Foi a família mais importante em todas parcelas (VI), apresentando valor de importância de 15,24% quando calculado para a somatória das quatro parcelas. O índice de Shannon calculado para parcela B, C, D, E e total foi 4,12 nats/ind; 3,98 nats/ind; 4,00 nats/ind; 4,06 nats/ind; 4,23 nats/ind respectivamente. A equabilidade foi 0,82; 082; 0,79; 0,82; 0,76 respectivamente. Para as espécies de Myrtaceae, Marlierea obscura destacou-se em primeiro lugar quanto ao número de indivíduos (83), frequência absoluta (18,5%), dominância absoluta (0,46), sendo assim... (Resumo completo, clicar acesso eletrônico abaixo)

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The automobile industry is increasingly interested in reducing vehicle weight for greater speed, lower fuel consumption and emissions, through innovation of materials and processes. One way to do this is to seek the replacement of conventional processes by the use of structural adhesives. Structural adhesives are highly resistant materials, which can replace rivets, bolts and welds allowing the substrate / adhesive assemble is stronger than the substrate itself. One of the major advantages of gluing with respect to welding is its esthetic appearance, since it does not leave marks. For this reason, parts to be soldered require a minimum thickness so that the marks do not appear, since the pieces from gluing have no restriction as to the thickness. By replacing the vibration welding process for gluing process of the instrument panel parts of an automobile, one obtains a reduction of the thickness of the parts and therefore it decreases the weight of the car. This work aims to study the various structural adhesives that already exist on the market to be applied on the instrument panel. The mechanical test performed to measure the maximum adhesive strength was the Lap Shear Test at 23°C (room temperature), -35°C and 85°C. The types of adhesives used were the hot-melt and the bi-component. By the results obtained, it is in favor using the bi-component for application to the union of instrument panel parts

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The need for development of new materials is a natural process in the companies’ technological point of view, seeking improvements in materials and processes. Specifically, among the materials, ceramic exhibit valuable properties, especially the covalent ceramics which have excellent properties for applications which requires the abrasion resistance, hardness, high temperatures, resistence, etc. being a material that has applications in several areas. Most studies are related to improvement of properties, specially fracture toughness that allows the expansion of its application. Among the most promising ceramic materials are silicon nitride (Si3N4) which has excellent properties. The goal of this work was the development and caracterization of Si3N4-based ceramics, doped with yttrium oxide (Y2O3), rar earth concentrate (CTR2O3) and cerium oxide (CeO2) in the same proportion for the evaluation of properties. The powders' mixtures were homogenized, dried and compressed under pressure uniaxial and isostatic. Sintering was carried out in 1850 ⁰C under pressure of 0,1MPa N2 for 1 h with a heating rate of 25 ⁰C / min and cooling in the furnace inertia. The characterizations were performed using Archimedes principle to relative density, weight loss by measuring before and after sintering, phase analysis by X-ray diffraction, microstructure by scanning electron microscope (SEM), hardness and fracture toughness by the method Vickers indentation. The results obtained showed relative density of 97-98%, Vickers hardness 17 to 19 GPa, fracture toughness 5.6 to 6.8 MPa.m1/2, with phases varying from α-SiAlON and β-Si3N4 depending the types of additives used. The results are promising for tribological applications and can be defined according to the types of additives to be used