Analysis of the tensile modulus of polypropylene composites reinforced with stone groundwood fibers

One of the most relevant properties of composite materials to be considered is stiffness. Fiberglass has been used traditionally as a fibrous reinforcing element when stiff materials are required. However, natural fibers are been exploited as replacements for synthetic fibers to satisfy environmental concerns. Among the different natural fibers, wood fibers show the combination of relatively high aspect ratio, good specific stiffness and strength, low density, low cost, and less variability than other natural fibers of such those from annual crops. In this work, composites from polypropylene and stone groundwood fibers from softwood were prepared and mechanically characterized under tensile loads. The Young’s moduli of the ensuing composites were analyzed and their micromechanics aspects evaluated. The reinforcing effect of stone groundwood fibers was compared to that of conventional reinforcement such fiberglass. The Halpin-Tsai model with the modification proposed by Tsai-Pagano accounted fairly for the behavior of PP composites reinforced with stone groundwood fibers. It was also demonstrated that the aspect ratio of the reinforcement plays a role in the Young’s modulus of injection molded specimens

On the Application of Beam on Elastic Foundation Theory to the Analysis of Stiffened Plate Strips

The main objective of this thesis is to show that plate strips subjected to transverse line loads can be analysed by using the beam on elastic foundation (BEF) approach. It is shown that the elastic behaviour of both the centre line section of a semi infinite plate supported along two edges, and the free edge of a cantilever plate strip can be accurately predicted by calculations based on the two parameter BEF theory. The transverse bending stiffness of the plate strip forms the foundation. The foundation modulus is shown, mathematically and physically, to be the zero order term of the fourth order differential equation governing the behaviour of BEF, whereas the torsion rigidity of the plate acts like pre tension in the second order term. Direct equivalence is obtained for harmonic line loading by comparing the differential equations of Levy's method (a simply supported plate) with the BEF method. By equating the second and zero order terms of the semi infinite BEF model for each harmonic component, two parameters are obtained for a simply supported plate of width B: the characteristic length, 1/ λ, and the normalized sum, n, being the effect of axial loading and stiffening resulting from the torsion stiffness, nlin. This procedure gives the following result for the first mode when a uniaxial stress field was assumed (ν = 0): 1/λ = √2B/π and nlin = 1. For constant line loading, which is the superimposition of harmonic components, slightly differing foundation parameters are obtained when the maximum deflection and bending moment values of the theoretical plate, with v = 0, and BEF analysis solutions are equated: 1 /λ= 1.47B/π and nlin. = 0.59 for a simply supported plate; and 1/λ = 0.99B/π and nlin = 0.25 for a fixed plate. The BEF parameters of the plate strip with a free edge are determined based solely on finite element analysis (FEA) results: 1/λ = 1.29B/π and nlin. = 0.65, where B is the double width of the cantilever plate strip. The stress biaxial, v > 0, is shown not to affect the values of the BEF parameters significantly the result of the geometric nonlinearity caused by in plane, axial and biaxial loading is studied theoretically by comparing the differential equations of Levy's method with the BEF approach. The BEF model is generalised to take into account the elastic rotation stiffness of the longitudinal edges. Finally, formulae are presented that take into account the effect of Poisson's ratio, and geometric non linearity, on bending behaviour resulting from axial and transverse inplane loading. It is also shown that the BEF parameters of the semi infinite model are valid for linear elastic analysis of a plate strip of finite length. The BEF model was verified by applying it to the analysis of bending stresses caused by misalignments in a laboratory test panel. In summary, it can be concluded that the advantages of the BEF theory are that it is a simple tool, and that it is accurate enough for specific stress analysis of semi infinite and finite plate bending problems.

Theoretical investigations of the bulk modulus in the tetra-cubic transition of PbTiO3 material

Resulting from ion displacement in a solid under pressure, piezoelectricity is an electrical polarization that can be observed in perovskite-type electronic ceramics, such as PbTiO3, which present cubic and tetragonal symmetries at different pressures. The transition between these crystalline phases is determined theoretically through the bulk modulus from the relationship between material energy and volume. However, the change in the material molecular structure is responsible for the piezoelectric effect. In this study, density functional theory calculations using the Becke 3-Parameter-Lee-Yang-Parr hybrid functional were employed to investigate the structure and properties associated with the transition state of the tetragonal-cubic phase change in PbTiO3 material.

Reação de Brachiaria spp. e Panicum maximum a Pratylenchus brachyurus

O sistema plantio direto é utilizado em extensas áreas agrícolas do Brasil, condição que pode propiciar o aumento dos danos causados pelos fitonematóides na cultura principal, na dependência da reação das plantas utilizadas como coberturas vegetais. O capim-colonião (Panicum maximum) e as braquiárias (Brachiaria spp.) podem ser utilizadas em áreas infestadas por Meloidogyne incognita e M. javanica, pois não são hospedeiras dessas espécies, mas sua resposta ao nematóide Pratylenchus brachyurus tem sido pouco estudada. Por essa razão, dois experimentos de casa de vegetação foram realizados, com o objetivo de caracterizar a reação de cinco espécies e um híbrido de braquiária [Brachiaria decumbens, B. brizantha, B. humidicola, B. dyctioneura, B. ruziziensis e capim 'Mulato' (B. ruziziensis x B. brizantha)] e dois cultivares de P. maximum ('Mombaça' e 'Tanzânia') ao nematóide P. brachyurus. Os experimentos foram semelhantes, diferindo pela origem dos isolados de P. brachyurus, Pb20 oriundo de raízes de quiabeiro e Pb24 de algodoeiro. A população final dos nematóides do substrato e das raízes foi avaliada 118 dias após a inoculação para Pb20 e 131 dias para Pb24. Os resultados mostraram que todas as poáceas testadas hospedam P. brachyurus, mas em diferentes graus. Capim-colonião e capim 'Mulato' mostraram ser bons hospedeiros de P. brachyurus, com fator de reprodução (FR = Pf/Pi) entre 4,96 e 12,17 para Pb20 e entre 10,38 e 13,18 para Pb24, devendo assim ser evitados como coberturas vegetais em campos infestados com esse nematóide. Por seu turno, B. dyctioneura provou ser mau hospedeiro de P. brachyurus, com FR = 1,01 - 1,32.

Analysis and Control of Excitation, Field Weakening and Stability in Direct Torque Controlled Electrically Excited Synchronous Motor Drives

Direct torque control (DTC) is a new control method for rotating field electrical machines. DTC controls directly the motor stator flux linkage with the stator voltage, and no stator current controllers are used. With the DTC method very good torque dynamics can be achieved. Until now, DTC has been applied to asynchronous motor drives. The purpose of this work is to analyse the applicability of DTC to electrically excited synchronous motor drives. Compared with asynchronous motor drives, electrically excited synchronous motor drives require an additional control for the rotor field current. The field current control is called excitation control in this study. The dependence of the static and dynamic performance of DTC synchronous motor drives on the excitation control has been analysed and a straightforward excitation control method has been developed and tested. In the field weakening range the stator flux linkage modulus must be reduced in order to keep the electro motive force of the synchronous motor smaller than the stator voltage and in order to maintain a sufficient voltage reserve. The dynamic performance of the DTC synchronous motor drive depends on the stator flux linkage modulus. Another important factor for the dynamic performance in the field weakening range is the excitation control. The field weakening analysis considers both dependencies. A modified excitation control method, which maximises the dynamic performance in the field weakening range, has been developed. In synchronous motor drives the load angle must be kept in a stabile working area in order to avoid loss of synchronism. The traditional vector control methods allow to adjust the load angle of the synchronous motor directly by the stator current control. In the DTC synchronous motor drive the load angle is not a directly controllable variable, but it is formed freely according to the motor’s electromagnetic state and load. The load angle can be limited indirectly by limiting the torque reference. This method is however parameter sensitive and requires a safety margin between the theoretical torque maximum and the actual torque limit. The DTC modulation principle allows however a direct load angle adjustment without any current control. In this work a direct load angle control method has been developed. The method keeps the drive stabile and allows the maximal utilisation of the drive without a safety margin in the torque limitation.

Reação de acessos e cultivares de Brachiaria spp. e Panicum maximum à Pratylenchus brachyurus

A utilização de gramíneas forrageiras em sistemas de integração lavoura-pecuária tem sido cada vez mais frequente no Brasil. Entretanto, alguns genótipos forrageiros podem hospedar fitonematoides, contribuindo para manter populações elevadas destes organismos no solo. Objetivando-se avaliar a reação de acessos e cultivares de Brachiaria spp. (B. ruziziensis, B. brizantha cvs. BRS Piatã e BRS Paiaguás, B. humidicola cv. BRS Tupi, e os genótipos B4 e HBGC 331) e Panicum maximum (cvs. Tanzânia-1 e Massai e os genótipos PM32, PM36, PM45 e PM46) à Pratylenchus brachyurus, realizou-se este trabalho. Como testemunhas utilizaram-se o milho BRS 2020 (suscetível) e milheto ADR 300 (resistente) à P. brachyurus. Os experimentos foram conduzidos em casa de vegetação, na Embrapa Gado de Corte, Campo Grande-MS, em blocos casualizados com sete repetições, de maio a setembro de 2011 e de março a maio de 2012. Utilizaram-se cinco plantas por vaso, que foram inoculadas com 1.000 espécimes de P. brachyurus. Após 90 dias, avaliaram-se as populações de nematoides na raiz e no solo, com a finalidade de obtenção da população final dos nematoides e o fator de reprodução (FR). Determinou-se ainda a reação dos genótipos em relação à porcentagem de redução do FR. Com exceção de B. humidicola cv. BRS Tupi, com FR de 0,98 e 0,44, no primeiro e segundo experimentos, respectivamente, todos os materiais avaliados permitiram a multiplicação do nematoide. Em relação à porcentagem de redução do FR, apenas a B. humidicola cv. BRS Tupi e o milheto ADR 300 foram classificados como moderadamente resistentes, com reduções de, no máximo 90,58% e 94,73%, no primeiro e segundo experimento, respectivamente. Entre os genótipos de forrageiras estudados a maioria mostrou-se suscetível à P. brachyurus, apesar de variação do grau de suscetibilidade entre os mesmos. Dessa forma, em áreas com histórico de presença de P. brachyurus, a B. humidicola cv. BRS Tupi pode ser indicada nos sistemas de integração e/ou em rotação de culturas, como estratégia de manejo para a redução populacional de P. brachyurus.

Avaliação de genótipos de Panicum maximum Jacq. à cárie do sino e à mancha foliar

Cultivares de Panicum maximumvêm apresentando danos elevados com doenças, como a cárie do sino e a mancha foliar, causadas por Tilletia ayresiie Bipolaris maydis,respectivamente. Objetivou-se, neste trabalho, avaliar a reação de genótipos desta gramínea forrageira a essas doenças. Os experimentos foram conduzidos na Embrapa Gado de Corte, em Campo Grande (MS), no período de fevereiro a julho de 2012. Avaliaram-se, semanalmente, as intensidades das doenças em 26 genótipos de P. maximum.Dentre os genótipos avaliados, houve variação de graus de resistência para a cárie do sino e para a mancha foliar. As condições ambientais de temperatura e umidade relativa favoráveis à cárie do sino foram 16ºC a 27ºC e 62% a 88% e à mancha foliar 22ºC a 27°C e 62% a 83%. A resistência à cárie do sino mostrou ser caráter herdável e o genótipo PM40 comportou-se como a testemunha suscetível, Tanzânia-1, em relação à mancha foliar. O manejo de P. maximumcom corte de uniformização mostrou-se promissor na composição das estratégias de controle para redução da intensidade da mancha foliar.

Reação à Bipolaris maydis, agente causal da mancha foliar, em híbridos apomíticos de Panicum maximum

A mancha foliar, causada por Bipolaris maydis, é a principal doença de Panicum maximum. A seleção de genótipos resistentes é a melhor estratégia para o controle desta doença. Com o objetivo de identificar fontes de resistência de P. maximum à mancha foliar, 92 híbridos apomíticos, originários de cruzamentos das cultivares Tanzânia-1 e Mombaça, e outros três genótipos sexuais foram testados. Em blocos casualizados, com oito repetições cada, inocularam-se plantas com 30 dias de idade e, após 12 dias, a severidade da doença foi avaliada. Foram verificadas diferenças significativas (P<0,05), de genótipos entre e dentro das progênies, com relação a resistência à mancha foliar. Identificaram-se híbridos com resistência à doença, com destaque para os híbridos MS81, A109, B109, B89 e A4.

Evapotranspiração máxima do capim "Tanzânia" (Panicum maximum J.) em pastejo rotacionado, baseada na evaporação do tanque "Classe A " e no índice de área foliar

Em função do índice de área foliar (IAF) do Capim Tanzânia (Panicum maximum J.) e da lâmina de evaporação do tanque "Classe A" (ECA), foi gerado um modelo multiplicativo para determinar a evapotranspiração máxima (ETm) desse cultivo forrageiro. Foi adotada uma correlação entre a ETm em função da evaporação do tanque "Classe A" e do índice de área foliar (IAF), por meio de uma regressão linear múltipla dos valores logarítmicos, correspondentes a períodos diários durante 11 meses (janeiro a novembro de 2000). Considerando a dificuldade para determinar o IAF e aplicar como variável no modelo proposto, foi desenvolvido outro modelo por meio da correlação entre a ETm e as variáveis ECA e o valor equivalente de IAF, em dias de descanso (NDd), adotando-se como padrão o número de 33 dias como o máximo recomendado de descanso para capim Tanzânia, em condições irrigadas. Para avaliar os modelos, foram utilizados valores de ETm observados a campo durante quatro meses (agosto a novembro-2000) por meio do método de balanço hídrico do solo, monitorado com tensiômetros. Na validação do modelo, foram utilizados testes estatísticos recomendados na literatura, verificando-se bons ajustes entre os valores observados e estimados, recomendando-se a sua utilização para o manejo da irrigação de Capim Tanzânia, no Estado de São Paulo.

Fitorremediação de solo contaminado com o herbicida picloram por plantas de Panicum maximum em função do teor de água

O objetivo deste trabalho foi avaliar a influência de lâminas de água no solo sobre a fitorremediação de solo contaminado com o herbicida picloram por plantas de Panicum maximum cv Tanzânia. O experimento foi conduzido em casa de vegetação, e os tratamentos, em número de 12, foram compostos pela combinação entre quatro níveis diários de reposição da água, através das lâminas de água evaporada (80; 90; 100 e 110% da quantidade de água evaporada) e de três doses do picloram (0; 80 e 160 g ha-1). A quantidade de água evaporada foi determinada por meio de dois evaporímetros. Após a aplicação do herbicida, foi realizada a semeadura da espécie vegetal fitorremediadora. Noventa dias após a emergência, as plantas de capim-tanzânia foram dessecadas, e a parte aérea, descartada. Terminada esta etapa, efetuou-se a semeadura da soja como bioindicadora da presença do picloram, determinando-se fitotoxicidade, altura e massa verde e seca. A soja mostrou-se extremamente sensível à presença do picloram no solo. Constatou-se que os valores extremos de umidade avaliados, 80 e 110% da reposição diária da lâmina de água evaporada, favoreceram a remediação de solos contaminados com o herbicida picloram. A otimização da fitorremediação não é significativa quando se avaliou o resíduo correspondente a 160 g ha-1 do herbicida.

Numerical evaluation of the modulus of longitudinal elasticity in structural round timber elements of the Eucalyptus genus

Currently, the standards that deal with the determination of the properties of rigidity and strength for structural round timber elements do not take in consideration in their calculations and mathematical models the influence of the existing irregularities in the geometry of these elements. This study has as objective to determine the effective value of the modulus of longitudinal elasticity for structural round timber pieces of the Eucalyptus citriodora genus by a technique of optimization allied to the Inverse Analysis Method, to the Finite Element Method and the Least Square Method.

The position effect of structural Eucalyptus round timber on the flexural modulus of elasticity

Round timber has great use in civil construction, performing the function of beams, columns, foundations, poles for power distribution among others, with the advantage of not being processed, such as lumber. The structural design of round timber requires determining the elastic properties, mainly the modulus of elasticity. The Brazilian standards responsible for the stiffness and strength determination of round timber are in effect for over twenty years with no technical review. Round timber, for generally present an axis with non-zero curvature according to the position of the element in the bending test, may exhibit different values of modulus of elasticity. This study aims to analyze the position effect of Eucalyptus grandis round timber on the flexural modulus of elasticity. The three-point bending test was evaluated in two different positions based on the longitudinal rotation of the round timber element. The results revealed that at least two different positions of the round timber element are desired to obtain significant modulus of elasticity.

Mathematical analysis of maximum power generated by photovoltaic systems and fitting curves for standard test conditions

The rural electrification is characterized by geographical dispersion of the population, low consumption, high investment by consumers and high cost. Moreover, solar radiation constitutes an inexhaustible source of energy and in its conversion into electricity photovoltaic panels are used. In this study, equations were adjusted to field conditions presented by the manufacturer for current and power of small photovoltaic systems. The mathematical analysis was performed on the photovoltaic rural system I-100 from ISOFOTON, with power 300 Wp, located at the Experimental Farm Lageado of FCA/UNESP. For the development of such equations, the circuitry of photovoltaic cells has been studied to apply iterative numerical methods for the determination of electrical parameters and possible errors in the appropriate equations in the literature to reality. Therefore, a simulation of a photovoltaic panel was proposed through mathematical equations that were adjusted according to the data of local radiation. The results have presented equations that provide real answers to the user and may assist in the design of these systems, once calculated that the maximum power limit ensures a supply of energy generated. This real sizing helps establishing the possible applications of solar energy to the rural producer and informing the real possibilities of generating electricity from the sun.

Alternative methodology for calculating the modulus of elasticity of wooden beams of structural dimensions

This study aims to present an alternative calculation methodology based on the Least Squares Method for determining the modulus of elasticity in bending wooden beams of structural dimensions. The equations developed require knowledge of three or five points measured in displacements along the piece, allowing greater reliability on the response variable, using the statistical bending test at three points and non-destructively, resulting from imposition of measures from small displacements L/300 and L/200, the largest being stipulated by the Brazilian norm NBR 7190:1997. The woods tested were Angico, Cumaru, Garapa and Jatoba. Besides obtaining the modulus of elasticity through the alternative methodology proposed, these were also obtained employing the Brazilian norm NBR 7190:1997, adapted to the condition of non-destructive testing (small displacements) and for pieces of structural dimensions. The results of the modulus of elasticity of the four species of wood according to both calculation approaches used proved to be equivalent, implying the good approximation provided by the methodology of calculation adapted from the Brazilian norm.

Method adjustment and equation set of maximum rainfall intensity, duration and frequency in the Mato Grosso do Sul State

Due to the lack of information concerning maximum rainfall equations for most locations in Mato Grosso do Sul State, the alternative for carrying out hydraulic work projects has been information from meteorological stations closest to the location in which the project is carried out. Alternative methods, such as 24 hours rain disaggregation method from rainfall data due to greater availability of stations and longer observations can work. Based on this approach, the objective of this study was to estimate maximum rainfall equations for Mato Grosso do Sul State by adjusting the 24 hours rain disaggregation method, depending on data obtained from rain gauge stations from Dourado and Campo Grande. For this purpose, data consisting of 105 rainfall stations were used, which are available in the ANA (Water Resources Management National Agency) database. Based on the results we concluded: the intense rainfall equations obtained by pluviogram analysis showed determination coefficient above 99%; and the performance of 24 hours rain disaggregation method was classified as excellent, based on relative average error WILMOTT concordance index (1982).