Trade patterns and policies of CDCC countries in rice, legumes, ground provisions, fresh vegetables and citrus products and identification of areas for joint action

Includes bibliography

Análise numérica de lajes treliçadas pré-moldadas com adição de resíduo de borracha

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Estudo teórico-experimental da distribuição das ações verticais entre paredes de edifício de alvenaria estrutural cerâmica em escala reduzida

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Report of the second expert group meeting on the development account supported project in MDG/IADG monitoring in the Caribbean

The Economic Commission for Latin America and the Caribbean (ECLAC), Subregional Headquarters for the Caribbean, held a two-day expert group meeting on Millennium Development Goals (MDG) monitoring and reporting with a particular focus on health-related indicators in Port of Spain, Trinidad and Tobago, on 16-17 June 2009. This meeting was convened within the framework of the United Nations Development Account-funded project ‘Strengthening the Capacity of National Statistical Offices in the Caribbean Small Island Developing States to fulfil the Millennium Development Goals (MDGs) and other Internationally Agreed Development Goals (IADGs)’.

Working paper on the eLAC 2018 Digital Agenda in consideration of Caribbean priorities for technology-supported development

eLAC 2018 will coordinate the implementation of programmes to support the use of information and communications technologies (ICTs) in achieving social and economic development goals for Latin America in the Caribbean during the 2015-2018 timeframe. The conceptual framework for this programme of work is described by the eLAC 2018 Digital Agenda, which is anticipated to be ratified by the fifth Ministerial Conference on the Information Society in Latin America and the Caribbean, to be held in August 2015 in Mexico City. There is a need for broader input from Caribbean countries to the eLAC 2018 Digital Agenda. Accordingly, this working paper reviews the document’s current draft, considering each of its objectives in the context of Caribbean development needs. Amendments are recommended to 12 of the objectives. Two additional objectives are also proposed, in the areas of regional coordination on universal service funds, and the establishment of a spatial data infrastructure to support the use of geographic information systems. Representatives of Caribbean countries are invited to use the contents of this document as an input to the development of their own proposed amendments for inclusion in the final version of the eLAC 2018 Digital Agenda.

Análise experimental de lajes lisas nervuradas de concreto armado com armadura de cisalhamento

Lajes lisas nervuradas bidirecionais são elementos estruturais de concreto armado apoiados diretamente sobre pilares, sujeitas a solicitações importantes nas duas direções, possibilitam maior velocidade na execução da obra e economia considerável de formas e concreto e, conseqüentemente, mão-de-obra. Este trabalho visa contribuir para o estudo do comportamento deste tipo de laje, quanto a resistência ao cisalhamento nas nervuras e à punção na região maciça das lajes, através de ensaios de 8 lajes lisas nervuradas bidirecionais de concreto armado. Foram realizadas análises comparativas entre os resultados obtidos experimentalmente e os fornecidos por normas técnicas nacionais e internacionais. As lajes eram quadradas de lado igual a 1.800 mm de comprimento e altura total de 140 mm. A seção transversal das lajes foi formada por nervuras de 50 mm de largura na base menor e 100 mm na base maior e os vazios entre as nervuras foram preenchidos com blocos de EPS (poliestireno expandido). As principais variáveis consideradas foram o tipo de armadura de cisalhamento nas nervuras (treliça, estribo vertical fechado e estribo aberto inclinado a 45) e a utilização de estribo aberto inclinado a 45 como armadura de punção na região maciça. Foram apresentados e analisados os resultados observados para os deslocamentos verticais, deformação nas armaduras de cisalhamento e de flexão, e a propagação das fissuras. Os valores observados para cargas últimas foram comparados com os resultados estimados. Observou-se que as armaduras de cisalhamento nas nervuras não ocasionaram ganhos significativos na resistência última e que a armadura de punção elevou significativamente a resistência das lajes.

Influência da mesa na resistência ao cisalhamento de lajes nervuradas unidirecionais de concreto armado

A resistência ao cisalhamento de lajes nervuradas unidirecionais de concreto armado sem armadura transversal em suas nervuras é avaliada através de seu comportamento estrutural ao cisalhamento. Para quantificar a participação da altura da mesa e da mesa colaborante na resistência característica ao cisalhamento, foram confeccionados 8 painéis de lajes nervuradas unidirecionais de concreto armado com variações da altura das mesas, visando avaliar as recomendações das normas NBR 6118 (2007), ACI 318 (2011) e EUROCODE 2 (2002) no que se refere ao desempenho das lajes nervuradas unidirecionais de concreto armado ao cisalhamento. As lajes, simplesmente apoiadas nas bordas, apresentaram-se em dois grupos, buscando abranger os limites prescritos pela norma brasileira: o primeiro com 4 lajes de (2000 x 1300) mm² com distância entre os eixos de nervuras de 610 mm e o segundo com 4 lajes de (2000 x 2000) mm² com distância entre eixos de nervuras de 960 mm, sendo que houve uma variação da altura da mesa de 30, 50, 80 e 100 mm. A armadura de flexão foi mantida constante em todos os casos e a armadura de cisalhamento foi suprimida, para que todas as lajes tivessem rupturas por cisalhamento. As lajes apresentaram aumento da resistência com o aumento da altura da mesa, indicado pelo considerável ganho de contribuição do concreto na resistência ao cisalhamento, bem como a grande deformação das armaduras longitudinais e de distribuição, e pelos elevados valores das flechas. Portanto, no cálculo de resistência ao cisalhamento de lajes nervuradas, poderia ser repensada a falta da utilização da altura da mesa como variável, visto que sua contribuição à resistência ao cisalhamento é real.

Diagnóstico de áreas de risco de erosão e conflito de uso dos solos na bacia do rio Uberaba

Pós-graduação em Agronomia (Produção Vegetal) - FCAV

Rehabilitation of the Maxillary Arch After Bone Graft Using Immediate Loading With Implant-Supported Fixed Restoration

Moderate and controlled loading environments support or enhance osteogenesis, and, consequently, a high degree of bone-to-implant contact can be acquired. This is because when osteoprogenitor cells are exposed to limited physical deformation, their differentiation into osteoblasts is enhanced. Then, some range of microstrain is considered advantageous for bone ingrowth and osseointegration. The primary stability has been considered one of the main clinical means of controlling micromotion between the implant and the forming interfacial tissue, which helps to establish the proper mechanical environment for osteogenesis. Based on the biological aspects of immediate loading (IL), the objective of this study is to present a clinical case of maxillary arch rehabilitation using immediate loading with implant-supported fixed restoration after bone graft. Ten dental implants were placed in the maxilla 6 months after the autogenous bone graft, removed from the mandible (bilateral oblique line and chin), followed by the installation of an immediate-load fixed cross-arch implant-supported restoration because primary stability was reached for 8 implants. In addition, instructions about masticatory function and how it is related to interfacial micromotion were addressed and emphasized to the patient. The reasons for the IL were further avoidance of an interim healing phase, a potential reduction in the number of clinical interventions for the patient, and aesthetic reasons. After monitoring the rehabilitation for 8 years, the authors can conclude that maxillary IL can be performed followed by a well-established treatment planning based on computed tomography, providing immediate esthetics and function to the patient even when autogenous bone graft was previously performed in the maxilla.

The influence of bone quality on the biomechanical behavior of full-arch implant-supported fixed prostheses

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

The Role of Implant/Abutment System on Torque Maintenance of Retention Screws and Vertical Misfit of Implant-Supported Crowns Before and After Mechanical Cycling

Purpose: This study aimed to evaluate the role of the implant/abutment system on torque maintenance of titanium retention screws and the vertical misfit of screw-retained implant-supported crowns before and after mechanical cycling. Materials and Methods: Three groups were studied: morse taper implants with conical abutments (MTC group), external-hexagon implants with conical abutments (EHC group), and external-hexagon implants with UCLA abutments (EHU group). Metallic crowns casted in cobalt-chromium alloy were used (n = 10). Retention screws received insertion torque and, after 3 minutes, initial detorque was measured. Crowns were retightened and submitted to cyclic loading testing under oblique loading (30 degrees) of 130 +/- 10 N at 2 Hz of frequency, totaling 1 x 10(6) cycles. After cycling, final detorque was measured. Vertical misfit was measured using a stereomicroscope. Data were analyzed by analysis of variance, Tukey test, and Pearson correlation test (P < .05). Results: All detorque values were lower than the insertion torque both before and after mechanical cycling. No statistically significant difference was observed among groups before mechanical cycling. After mechanical cycling, a statistically significantly lower loss of detorque was verified in the MTC group in comparison to the EHC group. Significantly lower vertical misfit values were noted after mechanical cycling but there was no difference among groups. There was no significant correlation between detorque values and vertical misfit. Conclusions: All groups presented a significant decrease of torque before and after mechanical cycling. The morse taper connection promoted the highest torque maintenance. Mechanical cycling reduced the vertical misfit of all groups, although no significant correlation between vertical misfit and torque loss was found.

The role of superstructure material on the stress distribution in mandibular full-arch implant-supported fixed dentures. A CT-based 3D-FEA

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Effect of Abutment Screw Surface Treatment on Reliability of Implant-Supported Crowns

Purpose: To evaluate and compare the reliability of implant-supported single crowns cemented onto abutments retained with coated (C) or noncoated (NC) screws and onto platform-switched abutments with coated screws. Materials and Methods: Fifty-four implants (DT Implant 4-mm Standard Platform, Intra-Lock International) were divided into three groups (n = 18 each) as follows: matching-platform abutments secured with noncoated abutment screws (MNC); matching-platform abutments tightened with coated abutment screws (MC); and switched-platform abutments secured with coated abutment screws (SC). Screws were characterized by scanning electron microscopy and x-ray photoelectron spectroscopy (XPS). The specimens were subjected to step-stress accelerated life testing. Use-level probability Weibull curves and reliability for 100,000 cycles at 200 N and 300 N (90% two-sided confidence intervals) were calculated. Polarized light and scanning electron microscopes were used for fractographic analysis. Results: Scanning electron microscopy revealed differences in surface texture; noncoated screws presented the typical machining grooves texture, whereas coated screws presented a plastically deformed surface layer. XPS revealed the same base components for both screws, with the exception of higher degrees of silicon in the SiO2 form for the coated samples. For 100,000 cycles at 300 N, reliability values were 0.06 (0.01 to 0.16), 0.25 (0.09 to 0.45), and 0.25 (0.08 to 0.45), for MNC, MC, and SC, respectively. The most common failure mechanism for MNC was fracture of the abutment screw, followed by bending, or its fracture, along with fracture of the abutment or implant. Coated abutment screws most commonly fractured along with the abutment, irrespective of abutment type. Conclusion: Reliability was higher for both groups with the coated screw than with the uncoated screw. Failure modes differed between coated and uncoated groups.