981 resultados para disco alveolado horizontal e pneumático
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Introduction: The aim of the present study was to test the accuracy of small-volume cone-beam computed tomography (CBCT) scanning in the detection of horizontal root fractures and to assess the influence of a metallic post. Methods: Forty teeth were divided into four groups based on the presence of metallic posts and horizontal root fracture. The teeth were examined by small-volume CBCT scanning at 0.2-mm voxel resolution. Three observers analyzed the samples for the presence of a horizontal root fracture. Sensitivity and specificity were calculated. Results: High values for accuracy (73%-88%) were obtained in the groups without a metallic post, and statistically significant differences were found when the group with a metallic post has been observed (55%-70%). Intraobserver agreement also showed statistically significant differences in the groups with a metallic post. Conclusions: Small-volume CBCT scanning showed high accuracy in detecting horizontal root fracture without a metallic post. However, the presence of a metallic post significantly reduced the specificity and sensitivity of this examination. (J Endod 2011;37:1456-1459)
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Horizontal root fractures are uncommon, mainly occurring on the cervical and middle third of the root of permanent upper incisors. The diagnosis is essentially radiographic and requires different healing patterns, depending on some pre- and postinjury factors. The aim of this article was to report the clinical management and different healing types in three cases of horizontal root fractures on permanent dentition. In case 1, the pulp tissue was vital and no treatment was necessary. In case 2, a root canal treatment of the cervical fragment was necessary and in case 3, pulpal necrosis was verified and an apical surgery was performed.
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The relative potential of the pathogenic fungi Beauveria bassiana and Zoophthora radicans for use as autodisseminated biological control agents of the diamondback moth (Plutella xylostella) was compared. The LC50 of B. bassiana conidia to third instar larvae was 499 conidia/mm(2) of leaf surface and individual cadavers of mycosed fourth instar larvae yielded a mean of 67.5 X 10(6) (+/- 7.5 x 10(6)) conidia. All concentrations of B. bassiana tested in inoculation chambers (0.24, 2.4, and 6.2 mug/mm(2)) induced 100% mortality in adult male moths within 7 days. The times to death and sporulation were concentration and exposure duration dependent. A standard procedure for inoculating male moths resulted in > 85% mortality from Z. radicans and > 93% mortality from B. bassiana. Pairing of inoculated males with clean moths of both sexes yielded higher rates of passive transmission of B. bassiana than Z. radicans, but there was no evidence for sexual transmission of either pathogen. Similarly, B. bassiana was more effectively transmitted from inoculated male moths to larvae foraging on whole plants. Single sporulating cadavers producing B. bassiana or Z. radicans conidia placed on plants infested with larvae resulted in a similar rate of transmission for both pathogens. However, an increase of the density of sporulating cadavers from one to three/plant increased Z. radicans transmission (greater than fourfold) but had no effect on B. bassiana transmission. Simultaneous inoculations of larvae with conidia of both fungi reduced the mortality induced by each pathogen, the reduction being most acute for B. bassiana-induced mortality. Inoculation of adults with both fungi showed that, at concentrations required for effective passive transmission to larvae, B. bassiana severely inhibited Z. radicans mycosis in adults. (C) 2001 Academic Press.
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Mixed confined and unconfined groundwater flow occurs in a bounded initially dry aquifer when the hydraulic head at the side boundary suddenly rises above the elevation of the aquifer's top boundary. The flow problem as modelled by the Boussinesq equation is non-trivial because of the involvement of two moving boundaries. The transformed equation (based on a similarity transformation) can, however, be dealt with more easily. Here, we present an approximate analytical solution for this flow problem. The approximate solution is compared with an 'exact' numerical solution and found to be a very accurate description for describing the mixed confined and unconfined flow in the confined aquifer. (C) 2002 Elsevier Science B.V. All rights reserved.
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To examine the dissemination of Shiga-toxigenic Escherichia coli (STEC) within cattle groups, dairy calves on two farms utilizing different calf-rearing practices were exposed to a traceable STEC strain. Test strain dissemination differed significantly between farms, with a higher prevalence being associated with group penning. Pen floors and calf hides may be the main environmental mechanisms of transmission. Dairy calf husbandry represents a control point for reducing on-farm STEC prevalence.
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The PFC3D (particle flow code) that models the movement and interaction of particles by the DEM techniques was employed to simulate the particle movement and to calculate the velocity and energy distribution of collision in two types of impact crusher: the Canica vertical shaft crusher and the BJD horizontal shaft swing hammer mill. The distribution of collision energies was then converted into a product size distribution for a particular ore type using JKMRC impact breakage test data. Experimental data of the Canica VSI crusher treating quarry and the BJD hammer mill treating coal were used to verify the DEM simulation results. Upon the DEM procedures being validated, a detailed simulation study was conducted to investigate the effects of the machine design and operational conditions on velocity and energy distributions of collision inside the milling chamber and on the particle breakage behaviour. (C) 2003 Elsevier Ltd. All rights reserved.
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Water wetting is a crucial issue in carbon dioxide (CO.) corrosion of multiphase flow pipelines made from mild steel. This study demonstrates the use of a novel benchtop apparatus, a horizontal rotating cylinder, to study the effect of water wetting on CO2 corrosion of mild steel in two-phase flow. The setup is similar to a standard rotating cylinder except for its horizontal orientation and the presence of two phases-typically water and oil. The apparatus has been tested by using mass-transfer measurements and CO2 corrosion measurements in single-phase water flow. CO2 corrosion measurements were subsequently performed using a water/hexane mixture with water cuts varying between 5% and 50%. While the metal surface was primarily hydrophilic under stagnant. conditions, a variety of dynamic water wetting situations was encountered as the water cut and fluid velocity were altered. Threshold velocities were identified at various water cuts when the surface became oil-wet and corrosion stopped.
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Nas ??ltimas d??cadas o protagonismo do Brasil na arena pol??tica internacional tem se tornado mais evidente. O Pa??s tem atuado no sentido de promover a coopera????o para o desenvolvimento de v??rios pa??ses com problemas bastante complexos, buscando por meio de a????es de longo prazo alterar estruturas sociais e econ??micas. O estudo de caso apresenta o sum??rio de um diagn??stico realizado por um consultor contratado pelo governo fict??cio de Terra Linda, a fim de auxiliar a elabora????o de projeto de coopera????o horizontal a ser desenvolvido com Brasil. Embora se trate de um pa??s imagin??rio, o Estudo de Caso ?? baseado em dados reais e visa estimular o debate sobre qual o melhor modo de gerir uma parceria entre Estados-na????es, quais as ??reas priorit??rias a serem atendidas, qual a melhor forma de utilizar os recursos, bem como qual o papel de cada ator envolvido
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Este estudo avalia pr??ticas e estruturas horizontais desenvolvidas ao longo da d??cada de 90 no governo do Canad??, os resultados dessas pr??ticas e a sua efic??cia em rela????o aos resultados desejados com base em quatro estudos de caso
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O coeficiente de atrito e o desgaste nas superligas de cobalto são fortemente influenciados pela transformação de fase de CFC para HC que ocorre devido ao trabalho mecânico, conforme já reportado pela literatura. Após essa transformação, os valores de μ costumam se situar na faixa de 0,15 a 0,20. Este trabalho apresenta o comportamento do atrito e do desgaste em um ensaio de deslizamento sem lubrificação utilizando uma configuração pino-disco, sendo o pino feito de aço inoxidável supermartensítico e o disco de uma superliga de cobalto fundida, num tribômetro PLINT TE67. Os ensaios foram conduzidos em temperatura ambiente, com uma velocidade e variando-se a carga normal de deslizamento entre 5 e 500 N. O coeficiente de atrito e o potencial elétrico de contato foram monitorados durante os ensaios. Utilizou-se a MEV e a perfilometria 3D para caracterizar o volume e o mecanismo de desgaste. Para as cargas de 350, 400 e 450 N, após atingir condições de regime estacionário, um valor de coeficiente de atrito não usual (μ<0,01) e uma baixa taxa de desgaste foram encontradas. A análise da difração de raios-X revelou a presença de transformação de fases.
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Avaliando a primeira década do século XXI, a política externa do Brasil tem passado por uma evolução significativa caracterizada por uma posição internacional e projeção de poder assertiva, dinamizando parcerias estratégicas com países desenvolvidos e emergentes. O objetivo deste artigo é analisar as prioridades desta agenda e os potenciais relacionados a estes esforços de cooperação bi e multilateral horizontal e vertical.
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Este trabalho busca examinar o desempenho político da concertação internacional entre a Índia, o Brasil e a África do Sul a partir do comportamento das políticas externas dos países concertados. A hipótese é de que o desempenho político eficiente de uma concertação internacional entre Estados Intermediários depende de políticas externas assertivas e alinhadas na busca por atingir as preferências (metas institucionais) de sua concertação, dimensionadas aqui para avaliação no âmbito de instituições internacionais como a Organização das Nações Unidas e a Organização Mundial do Comércio.
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O presente trabalho consiste na análise estática e dinâmica de um reservatório de pressão horizontal aplicado ao transporte de mercadorias perigosas por estrada (Cisterna). Inicialmente fez-se um enquadramento do tema e relatou-se os resultados das pesquisas bibliográficas. De seguida, procedeu-se a uma análise estática, onde se definiu a mercadoria a transportar, a capacidade da cisterna, dimensões, tipo de topo e de secção, material de construção, pressões, temperaturas e calculou-se a espessura e tensões. Posteriormente, efectuou-se uma análise dinâmica simplificada. Por fim, reuniu-se os resultados, comparando-os e retirando conclusões. Os conteúdos aqui expostos são uma abordagem teórica e não um projecto, onde apenas se fez recurso a estudos analíticos e computacionais deixando de parte qualquer investigação experimental, não podendo existir responsabilidade pela aplicação prática destes conteúdos sem recurso a estudos mais profundos.
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This study was carried out with the aim of modeling in 2D, in plain strain, the movement of a soft cohesive soil around a pile, in order to enable the determination of stresses resulting along the pile, per unit length. The problem in study fits into the large deformations problem and can be due to landslide, be close of depth excavations, to be near of zones where big loads are applied in the soil, etc. In this study is used an constitutive Elasto-Plastic model with the failure criterion of Mohr-Coulomb to model the soil behavior. The analysis is developed considering the soil in undrained conditions. To the modeling is used the finite element program PLAXIS, which use the Updated Lagrangian - Finite Element Method (UL-FEM). In this work, special attention is given to the soil-pile interaction, where is presented with some detail the formulation of the interface elements and some studies for a better understand of his behavior. It is developed a 2-D model that simulates the effect of depth allowing the study of his influence in the stress distribution around the pile. The results obtained give an important base about how behaves the movement of the soil around a pile, about how work the finite element program PLAXIS and how is the stress distribution around the pile. The analysis demonstrate that the soil-structure interaction modeled with the UL-FEM and interface elements is more appropriate to small deformations problems.