Diagnóstico de la brucelosis bovina por el método del "ring-test"

El presente trabajo se llevó a cabo entre los meses de Julio a Septiembre del año 1965, en los Laboratorios de la Escuela Nacional de Agricultura y Ganadería. Se recurrió a la prueba del Ring-Test, para diagnosticar la Brucelosis en hatos situados en los departamentos de Managua, León, Carazo, Masaya, Granada, Rivas y Boaco; se obtuvieron ciertos datos estadísticos al objeto de hacer un estudio de productividad de leche. Los resultados de este trabajo fueron: 1). Las fincas positivas se encuentran localizadas en los departamentos de Managua, Carazo, Granada y Rivas. 2). Los porcentajes de hatos Negativos, positivos y sospechosos por departamento fueron los siguientes: % de hatos N., Managua 80,76. % de hatos P. 9.62, % de hatos S. 3.91, Leon % de hatos N. 100.00, % de hatos P. 9.62, % de hatos S. 0, Granada % de hatos N. 86.66, % de Hatos P. 0, % de hatos S. 0, Rivas % de hatos N. 46.15, % de hatos P. 53.85, % de hatos S. 0. No se hace mención de los porcentajes de los departamentos de Masaya, Carazo y Boaco, debido a los pocos hatos examinados en ellos. 3). El porcentaje de vacas en producción del total de vacas adultas es de 54.10% en la cuenca lechera y la zona del pacifico y el 54% en los hatos examinados. 4). La cantidad de leche para la venta es de 3.22 litros por vaca.

Interlaboratory ring test of time-resolved fluoroimmunoassays for zeranol and alpha-zearalenol and comparison with zeranol test kits

Many zeranol immunoassay test kits cross-react with toxins formed by naturally occurring Fusarium spp. fungi, leading to false-positive screening results. This paper describes the evaluation and application of recently published, dry reagent time-resolved fluoroimmunoassays (TR-FIA) for zeranol and the toxin alpha-zearalenol. A ring test of bovine urine fortified with zeranol and/or alpha-zearalenol in four European Union National Reference Laboratories demonstrated that the TR-FIA tests were accurate and robust. The alpha-zearalenol TR-FIA satisfactorily quantified alpha-zearalenol in urine fortified at 10-30 ng ml(-1) . The specificity-enhanced zeranol TR-FIA accurately quantified zeranol in the range 2-5 ng ml(-1) and gave no false-positive results in blank urine, even in the presence of 30 ng ml(-1) alpha-zearalenol. Zeranol TR-FIA specificity was demonstrated further by analysing incurred zeranol-free urine samples containing natural Fusarium spp. toxins. The TR-FIA yielded no false-positive results in the presence of up to 22 ng ml(-1) toxins. The performance of four commercially available zeranol immunoassay test kits was more variable. Three kits produced many false-positive results. One kit produced only one potential false-positive using a protocol that was longer than that of the TR-FIA. These TR-FIAs will be valuable tools to develop inspection criteria to distinguish illegal zeranol abuse from contamination arising from in vivo metabolism of Fusarium spp. toxins.

Influence of the type of coarse lightweight aggregate on properties of Semi-Lightweight Self-Consolidating Concrete

This paper presents studies on the properties of fresh and hardened semilightweight self-consolidating concrete (SLWSCC) mixtures, produced with two types of manufactured coarse lightweight aggregates (LWA) and normal weight sand. The first type, a sintered pulverized fuel ash, was made from an industrial by-product, fly ash, whereas the second one, an expanded clay, was produced from a naturally sourced clay. For all mixtures, normal weight sand was used as a fine fraction of aggregates, and the portland cement was partially replaced with a limestone powder. The SLWSCC was produced with different water presaturation regimes of the LWAs. The desired initial slump-flow spread was set between 700 and 800 mm. The effect of three superplasticizers was evaluated by testing properties of SLWSCC, normal weight SCC, and paste mixtures. Three SCC fresh properties were measured: the slump-flow, the V-funnel flow time, and the J-ring blocking step. Moreover, the slump-flow loss was evaluated. The degree of segregation was assessed in both fresh and hardened states. Additionally, the hardened density and the compressive strengths were tested. All SLWSCC mixtures were produced with a desired range of slump-flow spread and with satisfactory passing ability assessed with the J-ring test. SLWSCCs prepared with the expanded clay LWA were less sensitive to the variation of water presaturation levels and showed lower viscosity than those made with the sintered pulverized fuel ash LWA. Only mixtures containing SP-3 superplasticizer showed acceptable workability loss resistance. The saturated surface-dry density of all of the mixtures varied in a range of 2,025–2,125??kg/m 3 . Mixtures containing 29% of coarse LWAs and 71% of sand (by mass) had 24-h and 28-day compressive strengths above 20 and 40 MPa, respectively, but the mixtures made with the expanded clay were slightly weaker.

Evaluación de la condición sanitaria del departamento del Tolima con respecto a Peste Porcina Clásica

Introducción: La Peste Porcina Clásica es una enfermedad de declaración obligatoria de la OIE que limita el comercio internacional. El Tolima tiene restringida la comercialización de animales con el 48% del país por no tener el mismo estatus de Zona Libre; la inclusión del departamento dentro de la zona en proceso de declaración mejoraría la condición sanitaria y permitiría la admisibilidad comercial a los productores. Metodología: Es un estudio descriptivo con dos componentes; el primero incluye la caracterización y evaluación cualitativa de las condiciones sanitarias relacionadas con PPC y el segundo la caracterización virológica mediante un muestreo aleatorio simple para determinar circulación viral. Resultados: se encontró que la atención de las notificaciones se realiza en ≤ 1 día, mientras que entre la atención y resultados existen demoras en el 84% de los casos; las coberturas vacunales son ≥90% que evidencian inmunidad poblacional prolongada y sostenida; en el departamento no se presentan focos desde hace mas de 8 años, no han tenido importaciones de animales con riesgo sanitario, no cuenta barreras geográficas en los limites con la Zona Control que permitan aislamiento y en el muestreo todos los resultados fueron negativos a PPC por RT PCR, con un VPN de 0.99. Discusión: El Tolima cumple con las condiciones sanitarias para incluirse en la próxima zona en proceso de declaración, sin embargo es necesario mejorar las rutas cítricas para la atención de sospechas de PPC e instaurar puestos de control para aislar el departamento y controlar las movilizaciones de porcinos.

Detection of pressed hazelnut oil in virgin olive oil by analysis of polar components: improvement and validation of the method

An improved method for the detection of pressed hazelnut oil in admixtures with virgin olive oil by analysis of polar components is described. The method. which is based on the SPE-based isolation of the polar fraction followed by RP-HPLC analysis with UV detection. is able to detect virgin olive oil adulterated with pressed hazelnut oil at levels as low as 5% with accuracy (90.0 +/- 4.2% recovery of internal standard), good reproducibility (4.7% RSD) and linearity (R-2: 0.9982 over the 5-40% adulteration range). An international ring-test of the developed method highlighted its capability as 80% of the samples were, on average, correctly identified despite the fact that no training samples were provided to the participating laboratories. However, the large variability in marker components among the pressed hazelnut oils examined prevents the use of the method for quantification of the level of adulteration. (C) 2003 Elsevier Ltd. All rights reserved.

Avaliação do teste do anel em leite na vigilância epidemiológica da brucelose bovina em rebanhos e em laticínios

Analisaram-se 464 amostras individuais de leite e 54 amostras de leite de latões, oriundos de leite dos mesmos animais, por meio do teste do anel do leite (TAL) visando à sua aplicação no diagnóstico individual e de rebanhos da brucelose bovina. Foram também avaliadas 464 amostras de soro sangüíneo por meio de provas do antígeno tamponado acidificado (ATA), soroaglutinação lenta em tubos (SAL) e 2-mercaptoetanol (2-ME), todas para brucelose. Cento e vinte e três amostras (26,5%) testadas pelo TAL apresentaram resultados positivos. Dessas, 30 resultaram positivas ao ATA, 28 ao ATA, à SAL e ao 2-ME e 18 à SAL. Das amostras positivas ao TAL, 95 pertenciam a animais sorologicamente negativos ao 2-ME, caracterizando 77,2% (95/123) das reações falso-positivas; dos resultados negativos ao TAL, 4 pertenciam a animais sorologicamente positivos, caracterizando 1,2% (4/341) de reações falso-negativas no TAL individual. Das 54 amostras de leite de latões analisadas pelo TAL, 17 foram consideradas positivas, das quais uma foi caracterizada como falso-positivo, pois todos os animais que a compunham foram negativos ao 2-ME. de 37 latões considerados negativos ao TAL, três continham leite de animais positivos ao 2-ME, caracterizando 8,1% de falso-negativos. O TAL individual demonstrou elevado percentual de resultados falso-positivos, enquanto o TAL em amostras de leite obtidas em latões detectou 84,2% de latões contaminados e 75% de rebanhos infectados.

Prevalência de brucelose bovina entre rebanhos fornecedores de leite de um laticínio no município de Itirapuã, Estado de São Paulo

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Avaliação do teste do anel na vigilância epidemiológica da brucelose bovina em rebanhos e laticínios

Pós-graduação em Medicina Veterinária - FMVZ

Estudo da deformação heterogênea no ensaio do anel de atrito

The plastic deformation is widely used in the metallurgical market due to its positive factors such as low prices and high speed production. Forming process products are obtained in high quality, both surface quality and mechanical properties. Friction is an importante factor in metal forming. Friction study in metal forming can be accomplished indirectly, such as the ring test of friction. Two samples of different materials being mild steel and copper alloy were used. The results showed the influence of friction in the flow behavior of the deformation of the second phase, as evidenced by standard metallography. It is observed that in the outer regions of the ring, plastic deformation occured in the radial direction. In the central region of the disc deformation occured in the direction of compression and the inner region of the ring flux lines showed a significant deformation in the radial direction towards the center of the ring

Neospora caninum IgG avidity tests: an interlaboratory comparison

Avidity tests can be used to discriminate between cattle that are acutely and chronically infected with the intracellular parasite Neospora caninum. The aim of this study was to compare the IgG avidity ELISA tests being used in four European laboratories. A coded panel of 200 bovine sera from well documented naturally and experimentally N. caninum infected animals were analysed at the participating laboratories by their respective assay systems and laboratory protocols. Comparing the numeric test results, the concordance correlation coefficients were between 0.479 and 0.776. The laboratories categorize the avidity results into the classes "low" and "high" which are considered indicative of recent and chronic infection, respectively. Three laboratories also use an "intermediate" class. When the categorized data were analysed by Kappa statistics there was moderate to substantial agreements between the laboratories. There was an overall better agreement for dichotomized results than when an intermediate class was also used. Taken together, this first ring test for N. caninum IgG avidity assays showed a moderate agreement between the assays used by the different laboratories to estimate the IgG avidity. Our experience suggests that avidity tests are sometimes less robust than conventional ELISAs. Therefore, it is essential that they are carefully standardised and their performance continuously evaluated.

The influence of holes in the mechanical properties of EWT solar cells

EWT back contact solar cells are manufactured from very thin silicon wafers. These wafers are drilled by means of a laser process creating a matrix of tiny holes with a density of approximately 125 holes per square centimeter. Their influence in the stiffness and mechanical strength has been studied. To this end, both wafers with and without holes have been tested with the ring on ring test. Numerical simulations of the tests have been carried out through the Finite Element Method taking into account the non-linearities present in the tests. It's shown that one may use coarse meshes without holes to simulate the test and after that sub models are used for the estimation of the stress concentration around the holes.

Optimizing the Density of Holes of EWT Solar Cells Taking Into Consideration Mechanical Aspects

EWT solar cells start from drilled wafers with approximately 100 holes/cm2. These holes act as stress concentrators leading to a reduction in the mechanical strength of this type of wafers. The viability of cells with higher density of holes has been studied. To this end, sets of wafers with different density of holes have been characterized. The ring on ring test has been employed and FE models have been developed to simulate the test. The statistical evaluation permits to draw conclusions about the reduction of the strength depending on the density of holes. Moreover, the stress concentration around the holes has been studied by means of the FE method employing the sub-modeling technique. The maximum principal stress of EWT wafers with twice the density of holes of commercial ones is almost the same. However, the mutual interaction between the stress concentration effects around neighboring holes is only observed for wafers with a density of 200 holes/cm2

Study of the Edge and Surface Cracks Influence in the Mechanical Strength of Silicon Wafers

The objective of the present study is the estimation of the depth to which the wire sawing process causes damage to the wafer surfaces. Previous analyses were carried out by means of the four line bending test. The characteristic of this test implied that the failure could be due to surface cracks located in the central zone of the wafer or near the edges. In order to evaluate the influence of the edge or surface cracks a new study has been carried out using the ball/ring on ring test. Description and results of the tests are presented. The preliminary analysis of the failure stress using analytical methods confirms the expected results. A Finite Element model developed to get more information of the test results is also presented.

Estudio de hormigón autocompactante con árido reciclado

La tesis doctoral “Estudio de hormigón autocompactante con árido reciclado” realizada dentro del programa de doctorado de la Universidad Politécnica de Madrid “Máster en técnicas experimentales avanzadas en la ingeniería civil”, investiga la sustitución de áridos gruesos naturales por reciclados en hormigones autocompactantes, para demostrar la posibilidad de utilización de este tipo de árido en la fabricación de hormigones autocompactantes. En cuanto a la línea experimental adoptada, la primera fase corresponde a la caracterización de los cementos y de los áridos naturales y reciclados. En ella se han obtenido las principales características físicas y mecánicas. Una vez validadas las características de todos los materiales y adoptada una dosificación de hormigón autocompactante, se han elaborado cuatro dosificaciones con cuatro grados de incorporación de árido reciclado cada una, y una dosificación con seis grados de incorporación de árido reciclado. Fabricándose un total de 22 tipos de hormigón diferentes, sin contar todas las amasadas iniciales hasta la consecución de un hormigón autocompactante. Las cinco dosificaciones se han dividido en dos grupos para poder analizar con mayor grado de definición las características de cada uno. El primer grupo es aquel que contienen los hormigones con diferentes relaciones a/c, que incluye a la muestra A (a/c=0.55), muestra D (a/c=0.50) y muestra E (a/c=0.45). Por el contrario, el segundo grupo dispone de una relación fija de a/c=0.45 pero diferentes relaciones a/c efectivas, ya que algunas de las muestras disponen de un contenido de agua que permite contrarrestar la mayor absorción del árido reciclado. Estando en este grupo la muestra E (sin agua adicional), la muestra H (con presaturación de los áridos) y la muestra I (con un aporte de agua junto con el agua de amasado. Una vez fabricados los hormigones, se pasa a la segunda fase del estudio correspondiente a la caracterización del hormigón en estado fresco. En esta fase se han llevado a cabo los ensayos de escurrimiento, escurrimiento con anillo japonés, ensayo embudo en V y embudo V a los 5 minutos. Todos estos ensayos permiten evaluar la autocompactabilidad del hormigón según el anejo 17 de la EHE-08. La tercera fase del estudio se centra en la caracterización de los hormigones en estado endurecido, evaluando las características resistentes del hormigón. Para ello, se han realizado los ensayos de resistencia a compresión, a tracción, módulo de elasticidad y coeficiente de Poisson. En la cuarta y última fase, se han analizado la durabilidad de los hormigones, debido que a pesar de ofrecer una adecuada autocompactabilidad y resistencia mecánica, se debe de obtener un hormigón con una correcta durabilidad. Para tal fin, se ha determinado la resistencia a la penetración de agua bajo presión y carbonatación de las probetas. Este último ensayo se ha realizado teniendo en cuenta las condiciones del denominado método natural, con una exposición al ambiente de 90 días y 365 días. Con todos estos resultados se elaboraron las conclusiones derivadas de la investigación, demostrándose la posibilidad de fabricación de hormigones autocompactantes con árido reciclado (HACR) con sustituciones de hasta un 40%, e incluso dependiendo de la relación a/c con sustituciones del 60% y el 80%. ABSTRACT The doctoral thesis titled Analysis of self-compacting concrete with recycled aggregates, has been developed in accordance with the doctoral program: Master degree in advanced experimental techniques in civil engineering, at UPM. It investigates the possibility of replacing natural coarse aggregates with recycled coarse aggregates, in the field of self-compacting concrete. The aim of this dissertation is to analyze the possibility of using recycled coarse aggregates in the manufacture process of self-compacting concretes. Regarding the experimental part, the first phase refers to mechanical and physical characterization of some materials such as cement, natural aggregates and recycled aggregates. Once the characteristics of all materials have been validated and the mixing proportions have been adopted, four different mixes are elaborated by using four dosage rates of recycled aggregates in each one of the samples. Moreover, an additional sample consisting of six different dosages of recycled aggregates is considered. A total number of 22 concrete specimens have been manufactured, without including all the initial kneading samples used to obtain this type of self-compacting concrete. The aforementioned mixes have been divided in two different groups to be able to analyze with more definition. The first group is the one in which the concrete contains different values of the water - cement ratio. It includes the next samples: A (w/c=0.55), D (w/c=0.50) and E (w/c=0.45). The second group has a fixed water -cement ratio, w/c=0.45, but a different effective water - cement ratio, since some of the samples have a water content that enables to offset the major absorption of the recycled aggregates, being in this group the mixing E (without additional water), the mixing H (with saturated recycled aggregate) and the mixing I (with an additional water content to the existing kneading water). Once the concrete samples have been manufactured, the following section deals with the characterization of the concrete in fresh conditions. To accomplish this, several characterization tests are carried out such as the slump-flow test, test slump flow with Japanese ring, test V-funnel and V-funnel to 5 minutes. These tests are used to assess the self-compacting conditions according to the annex 17 of the EHE-08 The third phase of the study focuses on the mechanical characterization, the assessment of the strength properties of the concrete such as compressive strength, tensile strength, modulus of elasticity and Poisson´s ratio. Within the fourth and last phase, durability of the concrete is evaluated. This fact is motivated by the need to obtain not only good self-compacting and mechanical strength properties, but also adequate durability conditions. To accomplish the aforementioned durability, resistance of the samples under certain conditions such as water penetration pressure and carbonation, has been obtained. The latter test has been carried out taking into account the natural method, with an exhibition period to the environment of 90 days and 365 days. Through the results coming from this research work, it has been possible to obtain the main conclusions. It has been demonstrated the possibility to manufacture self-compacting concrete by using recycled aggregates with replacement rates up to 40% or, depending on the w/c ratio, rates of 60% and 80% might be reached.