Adubação nitrogenada, fosfatada e potássica na cultura do eucalipto (clone i144 - E. urograndis)

Pós-graduação em Agronomia - FEIS

Fontes e modos de aplicação de boro na cultura do eucalipto (clone I144)

Pós-graduação em Agronomia - FEIS

Efeito de reagentes de branqueamento na classificação e refinação de polpa de eucalipto

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

Desempenho de semeadora-adubadora em função do preparo de solo e espaçamento da cultura do milho

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

Análise técnica e econômica das etapas de produção de mudas de eucalipto

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

Mapeamento de áreas de risco para ocorrência da ferrugem do eucalipto no Espírito Santo e extremo sul da Bahia

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

Efeitos associados de genótipos de eucalipto sobre Thyrinteina arnobia (Stoll) (Lepidoptera: Geometridae) e no predador Podisus nigrispinus (Dallas) (Heteroptera: Pentatomidae)

Pós-graduação em Agronomia (Entomologia Agrícola) - FCAV

Estresse hídrico e osmocondicionamento de sementes de espécies e híbridos de eucalipto

Pós-graduação em Agronomia (Genética e Melhoramento de Plantas) - FCAV

Análise in silico de uma pirofosfatase e de uma tiosterase de uma biblioteca metagenômica de solo de Eucalipto spp

Pós-graduação em Microbiologia Agropecuária - FCAV

Análise das resistências de embutimento e de compressão para madeiras de pinus e eucalipto

The connections in the wood structures are the places with high concentrations of stresses and therefore are more fragile than the rest of the structure. The connections between pieces of wood can be made by metal pins (nails or screws). The compression and embedment strength has significant influence on the calculation of the connections. The main aim of this work was to evaluate the compression and embedment strength in the directions parallel, inclined at 45° and normal to the grain, using standard specimens according to ABNT NBR 7190/1997 standard. The compression and embedment strength were initially evaluated according to ABNT NBR 7190/1997, which admits the deformation of 2‰ as limit of embedment and the ratio between the ultimate strength and the area of application of load in the specimen for the compressive strength. Afterward, the embedment strength was evaluated by the EUROCEDE 5 /1995 European standard, which use the limit of 5 mm of the displacement for the embedment. Specimens of Pinus oocarpa, Cumaru and Pinus taeda were used in tests to calibration of equipment and specimens of Pinus taeda and Eucalipto citriodora were used to compare the results of strength. The results of strength were evaluated based on statistical analysis. The results of compressive strength for the Pinus taeda showed no significant differences in embedment strength in the directions parallel and normal to the grain. For the Eucalipto citriodora only in the direction parallel to grain the compression strength was not significant compared with the embedment strength. For both species, only the parallel compression strength and inclined at 45o to the grain, which were to the grain, which were admitted the strain of 2‰ were not significantly different compared with the compression strength determined according to ABNT NBR 7190/1997. The normal compression strength obtained according to ABNT NBR 7190/1997 and ultimate compression strength not ...

Painel particulado composto por casca de eucalipto na camada intermediária

This work was developed to evalute the physical and mechanical properties of a panel of three particle layers from the test specification of NBR 14810-3 (2006), using wood of Eucalyptus sp. and Eucalyptus saligna and Eucalyptus urograndis bark. The mechanical properties were evaluated to obtain the bending modulus of rupture (MOR) and modulus of elasticity (MOE) and Internal bond. The physical properties were obtained thickness sweeling, water absorption, moisture content and board density. Were evaluated four different compositions of panels containing 5, 10, 15 and 20% in the inner layer of bark. The results were compared with the Brazilian standard NBR 14810-2 (2006) and also with studies in the literature. The panels produced were adequate to all the optimal values suggested by the standard only in the composition with 5% skin in the inner layer. The other treatments showed satisfactory results in all tests except for moisture content

Influência da geometria de corte no torneamento do eucalipto sp

In contrast to what happened in the past where it was possible to select which species had a lower degree of variation, it is now necessary to use fast-growing species with efficient processing. For that we use the wood of Eucalyptus sp and studies related to the machining processes and their parameters such as wear of cutting tools and roughness. The present work aims to analyze the influence of geometry of cutting tools of high speed steel and the influence of the diameter of the final pieces in the process of turning wood of Eucalyptus sp in relation to power consumption, roughness, temperature machining, chip formed and wear of cutting tools. It was observed that the smaller the diameter of the end parts and greater wear of the tools, the worse quality of the machined surfaces and the greater the power consumed in the process of machining

Caracterização físico-mecânica de painel de MDP produzido com madeira de Eucalipto e Bracatinga

This work is the production of particleboard of particles reconstituted from MDP (Medium Density Particleboard) adding particles in the inner layer of Mimosa Scarelli, popularly known as bracatinga, the ratios of 0%, 25%, 50%, 75% and 100%. The panel produced is composed of three layers, two external particles with smaller particle size and an inner layer composed of particles of larger particle sizes. Assays were performed based on physical and mechanical NBR 14.810/2006 for the determination of the board density, thickness swelling, water absorption, moisture content, bending strength, shear strength and residual moisture, and testing of particle size not existing in the standard cited. The results were analyzed and compared the results of the commercial boards made from 100% eucalyptus, based on the limits specified by the ABNT NBR 14.810/2006. The values of the tests were close to the normative specifications indicating positively the production of MDP with wood decay.

Caracterização da comunidade de mamíferos silvestres de médio e grande porte em fragmentos de vegetação natural e talhões de eucalipto numa fazenda de reflorestamento em Borebi, SP

A formação de mosaicos de habitats em regiões de reflorestamento e outras atividades antrópicas acabam influenciando na comunidade de mamíferos silvestres, de diferentes formas. Os mamíferos de médio e grande porte têm importantes funções como dispersores de sementes, polinizadores e predadores. Concomitantemente, este grupo de animais vem se tornando cada vez mais ameaçado na Mata Atlântica, especialmente no estado de São Paulo. O presente estudo realizou a caracterização da comunidade de mamíferos silvestres de médio e grande porte, presente em dois ambientes: fragmentos de vegetação natural e talhões de eucalipto. Para tanto, foram utilizados métodos indiretos de registro: observação de pegadas em transectos lineares e em armadilhas de areia. De acordo com a curva acumulativa de espécies, o esforço amostral se mostrou suficiente para registrar as espécies que vivem no ambiente de mata e eucalipto. A riqueza de espécies na mata foi maior que a riqueza nos eucaliptos, sendo este último, um ambiente preferencialmente de passagem, enquanto a mata é um habitat natural para os mamíferos. Entretanto, o ambiente de eucalipto se mostra importante para diversas espécies de mamíferos, que utilizam este ambiente como abrigo e para busca de recursos

Análise das propriedades físico-mecânicas de painel particulado de eucalipto composto por três camadas com duas variações de pressão

The research aimed to produce sheets of particles with waste processing of Eucalyptus sp bonded with urea-formaldehyde and evaluate the effect of pressure variation in the quality of the boards produced. To do so, the Boards made were divided into two treatments depending on the pressing pressure of 30 to 40 kgf / cm². Once pressings, climatized, the particleboards have been sectioned in test samples, and underwent physical-mechanical tests for determining density, swelling and water absorption, modulus of rupture and elasticity in static bending and internal linking. The particleboards pressed at 40 kgf / cm ² showed the best results