955 resultados para Juntas Provinciales
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INTRODUÇÃO: o tratamento ortodôntico de pacientes adultos apresenta grande variabilidade no tempo necessário para sua realização. OBJETIVO: o objetivo desse trabalho foi investigar a influência de diversas variáveis sobre o tempo de tratamento. MÉTODOS: foram examinados 70 casos clínicos, de pacientes adultos, com bom resultado final, coletados em clínicas de três ortodontistas experientes, cujo acervo total inicial era de 4.723 prontuários. A influência das variáveis idade, sexo, padrão facial, severidade inicial da má oclusão (medida por meio do índice PAR), relação sagital de caninos, tipo de braquetes (estético ou metálico), exodontias, faltas às consultas e "quebras" de aparelho, sobre o tempo de tratamento (variável dependente), foram avaliadas por meio da análise de regressão linear múltipla, seguida do método Stepwise, com p < 0,05. RESULTADOS: a quantidade de faltas (R2 = 14,04%, p < 0,0001) e o número de "quebras" do aparelho (R2 = 29,71%, p = 0,0037) tiveram influência significativa na variação do tempo de tratamento, sendo essas duas variáveis juntas capazes de prever 43,75% (R2 total) da variação no tempo de tratamento. Outros fatores, como a relação de caninos ao início do tratamento, o tipo de braquete usado (metálico ou cerâmico), exodontias, a idade ao início do tratamento, a severidade inicial da má oclusão, o sexo do paciente e o padrão facial não tiveram influência significativa sobre o tempo de tratamento. CONCLUSÃO: a duração do tratamento ortodôntico em adultos, quando realizado por ortodontistas experientes, sofre influência, principalmente, de fatores associados à colaboração do próprio paciente. Entretanto, diversos fatores não incluídos nesse estudo podem contribuir para a variação na duração do tratamento ortodôntico.
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A heterogeneidade ambiental expressa diferenças naturais entre áreas e é um fator determinante para a riqueza e abundância local de primatas. Neste estudo nós investigamos a composição e estrutura de assembléias de primatas em quatro tipos de floresta: floresta de terra firme, florestas de igapó sazonalmente inundáveis por rios de águas claras (aberta e densa) e cerradão na Reserva Biológica do Guaporé, sudoeste da Amazônia Brasileira. Além disso, avaliamos a associação entre a ocorrência e abundância dos primatas com diferenças estruturais das florestas. Realizamos 617,8 km de censos pelo método de transecção linear (~154 km por tipo de floresta) e avaliamos a estrutura da vegetação em 108 parcelas de 200 m2 (0,54 ha por tipo de floresta). Dez espécies de primatas foram registradas durante os 11 meses deste estudo. A floresta de terra firme apresentou o maior número de espécies e a maior densidade de primatas, principalmente devido à presença exclusiva de Callicebus moloch e a maior abundância de Sapajus apella. A elevada densidade de Ateles chamek na floresta aberta inundável foi preponderante para a maior biomassa de primatas neste tipo de floresta. Nas florestas inundáveis e na terra firme, Ateles chamek e Sapajus apella responderam juntas por mais de 70% da biomassa de primatas, e no cerradão apenas Sapajus apella foi responsável por 68% da biomassa. Diferenças entre tipos de floresta na composição específica e abundância relativa de primatas foram associadas com o regime de inundação e com algumas variáveis de estrutura de habitat (densidade de árvores no sub-bosque e no dossel, abertura do dossel, altura total do dossel e densidade de palmeiras e lianas). Nossos resultados reforçam a importância de paisagens heterogêneas na Amazônia, pois estas áreas tendem a contribuir para uma maior diversidade de espécies em uma escala de paisagem.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
Novos inibidores peptídicos de topoisomerases bacterianas estruturalmente derivados da proteína CcdB
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Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
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The objective of this work was to study the floristic composition and structure of the Cerrado (Brazilian savannah), focusing on the tree and shrub strata. A total of 30 plots (10x10m) were set up, distributed in 10 contiguous blocks where individuals with a minimum PBH of 10 cm were sampled. A total of 1,107 individuals were sampled. Such individuals belonged to 33 families and 88 species, showing high values of richness. Total basal area and total density were respectively 6,651m² and 3690 individuals per hectare. The values of diversity (3.868 nats/individual) and evenness (0.86) show high heterogeneity and low ecological dominance. The most important species were Qualea grandiflora Mart., Lafoensia pacari St. Hil., Magonia pubescens St. Hil. and Qualea parviflora Mart., which together represented 57.7% of VI.
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Pós-graduação em Engenharia Mecânica - FEG
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Pós-graduação em Engenharia Mecânica - FEIS
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Pós-graduação em Educação - IBRC
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Pós-graduação em Engenharia Mecânica - FEG
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This research project focused primarily on assessing the impact toughness of the weld and the base material of a steel pipe API 5L X70 submerged arc welded, used to conduct remote oil and gas (linepipes). The analysis followed strictly the Specification for Line Pipe - API 5L Standard, regarding the removal of the specimens of regions-of-proof-long section of the pipe, at 90o and 180o from the welded joint, and mechanical properties of toughness and Charpy-V, both the joint welded as the base material. Specimens of steel tube supplied by Tenaris Confab-SA were sized for tensile and Charpy-V, according to ASTM E 8M and ASTM E23, respectively. The result obtained showed that the API X70 steel tube has high Charpy-V toughness, near to each other at both 90o and 180o from the welded joint of the tube, and both higher than the weld metal. Microstructural and microhardness analysis complemented the present study
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When a bolted joint is loaded in tension with dynamically, part of this load is absorbed by the bolt and rest is absorbed by the joint material. What determines the portion that is to absorbed by the bolt is the joint stiffness factor. This factor influences the tension which corresponds to pre-load and the safety factor for fatigue failure, thus being an important factor in the design of bolted joints. In this work, three methods of calculating the stiffness factor are compared through a spreadsheet in Excel software. The ratio of initial pre-load and the safety factor for fatigue failure depending on the stiffness factor graph is generated. The calculations for each method show results with a small difference. It is therefore recommended that each project case is analyzed, and depending on its conditions and the range of stiffness values, the more or less rigid method about the safety factor for fatigue failure is chosen. In general, the approximation method provides consistent results and can be easily calculated
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This paper has as goal to analyze the Bolsa Família program in its several aspects (creation, discussions about it, perspective of those who receives the program benefits, its reach and effectiveness in comparison with what had been idealized by its creators). Besides that, it is done a report since the colonization age until the period before the creation of the social assistance programs to justify the inequality that the country are currently in, and, like it is made clear during the mentioned research, it has been improved in the course of years. And finally, it is proved through statistics the inequality between Northeast and Southeast regions. They represent, together, the biggest part of Brazilian population e their socioeconomics problems, in a way that can be taken into consideration as an example to the rest of the country
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Studies about structural integrity are very important when it desires to prevent disasters associated with flaws inherent in materials used in structural components. The welded joints in steel pipes used to conduction and distribution of oil and gas correspond to the regions most susceptible to flaw. Aiming to contribute to this research line, the present study was designed to assess experimentally the structural integrity of welded joints in steel pipes API 5L X70 used in pipeline systems. This assessment is given from tests of CTOD, whose aim is simulate in laboratory the real behaviour of crack from of his propagation on the welded joint obtained by high frequency electric resistance welding. In this case, the analyses are performed from specimens SE(B) obtained directly of steel pipe API 5L X70. The proposed methodology involves tests of CTOD at lower temperature, in order to assess the toughness of material in critical operation conditions. From performance of CTOD tests, was possible assess the toughness of welded joints in terms of quantity through CTOD parameter and in terms of quality from behaviour of curve load versus CMOD. In this study, also, sought to compare CTOD’s results obtained through rules ASTM E1820 (2008) and BS 7448 (1991). Although the two standards cited previously have adopted different parameters to calculated the value of CTOD, concluded that the values of CTOD tend to converge for a common value
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On the grounds of the great advances achieved over recent years, the process HF/ERW (High-Frequency/Electric Resistance Welding)welded pipe have played an active role in the oil and gas industry for deep water applications, at high and extremely low temperatures, under high pressure and in highly corrosive environments, gradually replacing manufactured pipes by other processes. However, studies have shown that defects in the welded joints are a the leading causes of pipelines failures, which has required the determination of toughness values in this region, in compliance with the strict recommendations of the codes and standards with manufacturers and construction companies, on the oil and gas sector. As part of the validation process required toughness values, this research project focuses on a microstructural analysis in HF / ERW tubes microalloyed, steel grade API 5CT P110, designed to explore oil and gas in deep waters, the subject of strategic relevance to the country because of the recent discoveries in the Santos mega fields: Tupi and Libra (pre-salt). In this scientific work will be presented and discussed the results of mechanical tensile and Charpy, a few CTOD tests curves (showing the trend of toughness values to be obtained), and the microstructures of the base material obtained by optical microscopy, with special emphasis on the formation of nonmetallic inclusions in the welded joint