A study of methods used to analyze total oil and polycyclic aromatic hydrocarbons in produced water: steps towards the validation of molecularly imprinted polymers for use in marine environmetns

Produced water is a by-product of offshore oil and gas production, and is released in large volumes when platforms are actively processing crude oil. Some pollutants are not typically removed by conventional oil/water separation methods and are discharged with produced water. Oil and grease can be found dispersed in produced water in the form of tiny droplets, and polycyclic aromatic hydrocarbons (PAHs) are commonly found dissolved in produced water. Both can have acute and chronic toxic effects in marine environments even at low exposure levels. The analysis of the dissolved and dispersed phases are a priority, but effort is required to meet the necessary detection limits. There are several methods for the analysis of produced water for dispersed oil and dissolved PAHs, all of which have advantages and disadvantages. In this work, EPA Method 1664 and APHA Method 5520 C for the determination of oil and grease will be examined and compared. For the detection of PAHs, EPA Method 525 and PAH MIPs will be compared, and results evaluated. APHA Method 5520 C Partition-Infrared Method is a liquid-liquid extraction procedure with IR determination of oil and grease. For analysis on spiked samples of artificial seawater, extraction efficiency ranged from 85 – 97%. Linearity was achieved in the range of 5 – 500 mg/L. This is a single-wavelength method and is unsuitable for quantification of aromatics and other compounds that lack sp³-hybridized carbon atoms. EPA Method 1664 is the liquid-liquid extraction of oil and grease from water samples followed by gravimetric determination. When distilled water spiked with reference oil was extracted by this procedure, extraction efficiency ranged from 28.4 – 86.2%, and %RSD ranged from 7.68 – 38.0%. EPA Method 525 uses solid phase extraction with analysis by GC-MS, and was performed on distilled water and water from St. John’s Harbour, all spiked with naphthalene, fluorene, phenanthrene, and pyrene. The limits of detection in harbour water were 0.144, 3.82, 0.119, and 0.153 g/L respectively. Linearity was obtained in the range of 0.5-10 g/L, and %RSD ranged from 0.36% (fluorene) to 46% (pyrene). Molecularly imprinted polymers (MIPs) are sorbent materials made selective by polymerizing functional monomers and crosslinkers in the presence of a template molecule, usually the analytes of interest or related compounds. They can adsorb and concentrate PAHs from aqueous environments and are combined with methods of analysis including GC-MS, LC-UV-Vis, and desorption electrospray ionization (DESI)- MS. This work examines MIP-based methods as well as those methods previously mentioned which are currently used by the oil and gas industry and government environmental agencies. MIPs are shown to give results consistent with other methods, and are a low-cost alternative improving ease, throughput, and sensitivity. PAH MIPs were used to determine naphthalene spiked into ASTM artificial seawater, as well as produced water from an offshore oil and gas operation. Linearity was achieved in the range studied (0.5 – 5 mg/L) for both matrices, with R² = 0.936 for seawater and R² = 0.819 for produced water. The %RSD for seawater ranged from 6.58 – 50.5% and for produced water, from 8.19 – 79.6%.

Aplicação de espectroscopia no infravermelho médio e calibração multivariada para quantificação de adulterantes e teor em biodiesel de óleo de palma com óleo de soja, soja residual e diesel

In this work, it was developed and validated methodologies that were based on the use of Infrared Spectroscopy Mid (MIR) combined with multivariate calibration Square Partial Least (PLS) to quantify adulterants such as soybean oil and residual soybean oil in methyl and ethyl palm biodiesels in the concentration range from 0.25 to 30.00 (%), as well as to determine methyl and ethyl palm biodiesel content in their binary mixtures with diesel in the concentration range from 0.25 to 30.00 (%). The prediction results showed that PLS models constructed are satisfactory. Errors Mean Square Forecast (RMSEP) of adulteration and content determination showed values of 0.2260 (%), with mean error (EM) with values below 1.93 (%). The models also showed a strong correlation between actual and predicted values, staying above 0.99974. No systematic errors were observed, in accordance to ASTM E1655- 05. Thus the built PLS models, may be a promising alternative in the quality control of this fuel for possible adulterations or to content determination.

Determinação de teor de biodieseis de algodão e pinhão manso em misturas com diesel usando espectroscopia no infravermelho médio e quadrados mínimos parciais

Biodiesel is a renewable fuel derived from vegetable oils or animal fats, which can be a total or partial substitute for diesel. Since 2005, this fuel was introduced in the Brazilian energy matrix through Law 11.097 that determines the percentage of biodiesel added to diesel oil as well as monitoring the insertion of this fuel in market. The National Agency of Petroleum, Natural Gas and Biofuels (ANP) establish the obligation of adding 7% (v/v) of biodiesel to diesel commercialized in the country, making crucial the analytical control of this content. Therefore, in this study were developed and validated methodologies based on the use of Mid Infrared Spectroscopy (MIR) and Multivariate Calibration by Partial Least Squares (PLS) to quantify the methyl and ethyl biodiesels content of cotton and jatropha in binary blends with diesel at concentration range from 1.00 to 30.00% (v/v), since this is the range specified in standard ABNT NBR 15568. The biodiesels were produced from two routes, using ethanol or methanol, and evaluated according to the parameters: oxidative stability, water content, kinematic viscosity and density, presenting results according to ANP Resolution No. 45/2014. The built PLS models were validated on the basis of ASTM E1655-05 for Infrared Spectroscopy and Multivariate Calibration and ABNT NBR 15568, with satisfactory results due to RMSEP (Root Mean Square Error of Prediction) values below 0.08% (<0.1%), correlation coefficients (R) above 0.9997 and the absence of systematic error (bias). Therefore, the methodologies developed can be a promising alternative in the quality control of this fuel.

The Pico de Navas slump (Burgos, Spain): a large rocky landslide caused by underlying clayey sand fluidification

The Pico de Navas landslide was a large-magnitude rotational movement, affecting 50x106m3 of hard to soft rocks. The objectives of this study were: (1) to characterize the landslide in terms of geology, geomorphological features and geotechnical parameters; and (2) to obtain an adequate geomechanical model to comprehensively explain its rupture, considering topographic, hydro-geological and geomechanical conditions. The rupture surface crossed, from top to bottom: (a) more than 200 m of limestone and clay units of the Upper Cretaceous, affected by faults; and (b) the Albian unit of Utrillas facies composed of silty sand with clay (Kaolinite) of the Lower Cretaceous. This sand played an important role in the basal failure of the slide due to the influence of fine particles (silt and clay), which comprised on average more than 70% of the sand, and the high content presence of kaolinite (>40%) in some beds. Its geotechnical parameters are: unit weight (δ) = 19-23 KN/m3; friction angle (φ) = 13º-38º and cohesion (c) = 10-48 KN/m2. Its microstructure consists of accumulations of kaolinite crystals stuck to terrigenous grains, making clayey peds. We hypothesize that the presence of these aggregates was the internal cause of fluidification of this layer once wet. Besides the faulted structure of the massif, other conditioning factors of the movement were: the large load of the upper limestone layers; high water table levels; high water pore pressure; and the loss of strength due to wet conditions. The 3D simulation of the stability conditions concurs with our hypothesis. The landslide occurred in the Recent or Middle Holocene, certainly before at least 500 BC and possibly during a wet climate period. Today, it appears to be inactive. This study helps to understand the frequent slope instabilities all along the Iberian Range when facies Utrillas is present.

Evaluation of the Chemical Durability of Iowa Fly Ash Concretes, HR-327, Phase II Progress Report, 1992

The major objective of this research project is to investigate how fly ash influences the chemical durability of portland cement based materials. The testing program is evaluating how Iowa fly ashes influence the sulfate durability of portland cement-fly ash pastes, mortars, and concretes. Also, alkali-reactivity studies are being conducted on mortar bar specimens prepared in accordance with ASTM C 311. Prelimary sulfate test results, based only on mortar bar studies, indicate that only the very high-calcium fly ash (29 percent CaO, by weight) consistently reduced the durability of test specimens exposed to a solution containing 5 percent sodium sulfate. The remaining four fly ashes that were used in the study showed negligible to dramatic increases in sulfate resistance. Concrete specimens were only beginning to respond to the sulfate solutions after about one year of exposure; and hence, considerably more time will be needed to assess their performance. Preliminary results from the alkali-reactivity tests have indicated that the Oreopolis aggregate is not sensitive to alkali attack. However, some of the test results have indicated that the testing procedure may be prone to delayed expansion due to the presence of periclase (MgO) in the Class C fly ashes. Research is being planned to: (1) verify if the periclase is influencing test results; and (2) estimating the magnitude of the potential error.

Evaluación de tenacidad a la fractura e integridad estructural de tubos de generadores de vapor nucleares.

Dado el impacto negativo asociado a la ocurrencia de fallas en tubos de generadores de vapor (TGVs) en centrales nucleares, el estudio de la integridad estructural de éstos ha comenzado a recibir mayor atención recientemente. Diversas metodologías basadas en análisis de carga límite han sido propuestas para asegurar la integridad estructural de los tubos, según los requerimientos establecidos por las autoridades regulatorias. Éstas han conducido, sin embargo, a la definición de criterios de reparación o taponado de TGVs excesivamente conservativos. Por lo tanto, con el objetivo de reducir la cantidad de tubos innecesariamente removidos de servicio, nuevos criterios de evaluación de integridad han sido propuestos recientemente en la literatura. En este contexto, la mecánica de fractura elastoplástica se presenta como una alternativa para la evaluación de la integridad de TGVs, requiriéndose dos elementos para su aplicación: la estimación de la fuerza impulsora en términos del parámetro elastoplástico (por ejemplo, la integral J) y la medición experimental de la tenacidad a la fractura del material de los tubos (por ejemplo, a través de la curva de resistencia J-R). Este trabajo presenta el desarrollo de técnicas experimentales no normalizadas para la determinación de curvas J-R para TGVs con fisuras pasantes circunferenciales y longitudinales. Debido a las dimensiones reducidas de los TGVs, diferentes probetas no normalizadas fueron propuestas. Además, en los ensayos se utilizaron condiciones de carga de tracción y flexión con el objetivo de modelar más adecuadamente los estados tensionales y las condiciones de constraint reales en TGVs. Los valores de la integral J fueron estimados utilizando el método del factor η. La aptitud del método fue evaluada a partir de simulaciones numéricas de los ensayos propuestos mediante análisis elastoplásticos con la técnica de elementos finitos. Se encontró que condiciones de mayor constraint asociadas con fisuras profundas y cargas de flexión favorecen la validez del método del factor η, mientras que configuraciones de menor constraint dan como resultado factores η que exhiben una mayor dependencia con el nivel de carga aplicada. También se observó que los factores η basados en la apertura de la boca de la fisura (Crack Mouth Opening Displacement o CMOD) presentan una dependencia mucho menor con el nivel de carga respecto a los factores η definidos a partir del desplazamiento del punto de aplicación de la carga (Load Line Displacement o LLD). Se presentan los valores del factor η para las probetas estudiadas con fisuras profundas (a/W ≥ 0,40). Se realizaron ensayos de fractura a temperatura ambiente y 300 °C con probetas obtenidas de TGVs nucleares fabricados a partir de las aleaciones 690 (Ni: 61; Cr: 29; Fe: 8,95, % en peso) y 800 (Ni: 33; Cr: 21,6; Fe: 42,2, % en peso). Durante los ensayos de fractura a temperatura ambiente, la extensión estable de fisura fue medida mediante una técnica óptica utilizando un microscopio digital. Para estos ensayos también se aplicó el método de normalización que propone la norma ASTM E1820-15 en el Anexo 15, encontrándose una buena coincidencia entre las longitudes estimadas por éste y las medidas ópticamente. De esta manera, el método de normalización fue utilizado para los ensayos a alta temperatura. Los resultados experimentales mostraron que ambos materiales tienen elevadas tenacidades a la fractura, siendo la aleación 800 la que presentó curvas J-R más elevadas que la aleación 690 tanto para fisuras circunferenciales como longitudinales. Las curvas J-R para ambas aleaciones mostraron un efecto marcado con la orientación de la fisura, es decir que existe una importante anisotropía en las propiedades de fractura: las fisuras circunferenciales presentaron curvas J-R más elevadas que las fisuras longitudinales. El nivel de constraint desarrollado en los ensayos, dado por las condiciones de carga de tracción y flexión, evidenció poco efecto sobre las curvas J-R para probetas con fisuras profundas (a/W ~ 0,50). A su vez, la temperatura de ensayo (temperatura ambiente y 300 °C) presentó un efecto prácticamente nulo para ambas aleaciones. Usando las propiedades de fractura obtenidas en este trabajo, la metodología FAD (Failure Assessment Diagram) fue propuesta y utilizada para la predicción de las condiciones de falla de TGVs fisurados para diferentes geometrías de fisura y condiciones de carga. La comparación entre análisis teóricos y datos experimentales muestra la potencialidad del FAD como una metodología capaz de predecir adecuadamente las fallas de estos componentes.

Influence of grinding operations on surface integrity and chloride induced stress corrosion cracking of stainless steels

Stainless steels were developed in the early 20th century and are used where both the mechanical properties of steels and corrosion resistance are required. There is continuous research to allow stainless steel components to be produced in a more economical way and be used in more harsh environments. A necessary component in this effort is to correlate the service performance with the production processes. The central theme of this thesis is the mechanical grinding process.  This is commonly used for producing stainless steel components, and results in varied surface properties that will strongly affect their service life. The influence of grinding parameters including abrasive grit size, machine power and grinding lubricant were studied for 304L austenitic stainless steel (Paper II) and 2304 duplex stainless steel (Paper I). Surface integrity was proved to vary significantly with different grinding parameters. Abrasive grit size was found to have the largest influence. Surface defects (deep grooves, smearing, adhesive/cold welding chips and indentations), a highly deformed surface layer up to a few microns in thickness and the generation of high level tensile residual stresses in the surface layer along the grinding direction were observed as the main types of damage when grinding stainless steels. A large degree of residual stress anisotropy is interpreted as being due to mechanical effects dominating over thermal effects. The effect of grinding on stress corrosion cracking behaviour of 304L austenitic stainless steel in a chloride environment was also investigated (Paper III). Depending on the surface conditions, the actual loading by four-point bend was found to deviate from the calculated value using the formula according to ASTM G39 by different amounts. Grinding-induced surface tensile residual stress was suggested as the main factor to cause micro-cracks initiation on the ground surfaces. Grinding along the loading direction was proved to increase the susceptibility to chloride-induced SCC, while grinding perpendicular to the loading direction improved SCC resistance. The knowledge obtained from this work can provide a reference for choosing appropriate grinding parameters when fabricating stainless steel components; and can also be used to help understanding the failure mechanism of ground stainless steel components during service.

Evaluation of fly ash in water reduced paving mixtures, 1984

Fly ash was used to replace 15% of the cement in C3WR and C6WR concrete paving mixes containing ASTM C494 Type A water reducin9 admixtures. Two Class C ashes and one Class F ash from Iowa approved sources were examined in each mix. When Class C ashes were used they were substituted on the basis of 1 pound of ash added for each pound of cement deleted. When Class F was used it was substituted on the basis of 1.25 pounds of ash added for each pound of cement deleted. Compressive strengths of the water reduced mixes, with and without fly ash, were determined at 7, 28, and 56 days of age. In every case except one the mixes containing the fly ash exhibited higher strengths than the same concrete mix without the fly ash. An excellent correlation existed between the C3WR and C6WR mixes both with and without fly ash substitutions. The freeze-thaw durability of the concrete studied was not affected by presence or absence of fly ash. The data gathered suggests that the present Class C water reduced concrete paving mixes can be modified to allow the substitution of 15% of the cement with an approved fly ash.

Evaluación de tenacidad a la fractura e integridad estructural de tubos de generadores de vapor nucleares.

Dado el impacto negativo asociado a la ocurrencia de fallas en tubos de generadores de vapor (TGVs) en centrales nucleares, el estudio de la integridad estructural de éstos ha comenzado a recibir mayor atención recientemente. Diversas metodologías basadas en análisis de carga límite han sido propuestas para asegurar la integridad estructural de los tubos, según los requerimientos establecidos por las autoridades regulatorias. Éstas han conducido, sin embargo, a la definición de criterios de reparación o taponado de TGVs excesivamente conservativos. Por lo tanto, con el objetivo de reducir la cantidad de tubos innecesariamente removidos de servicio, nuevos criterios de evaluación de integridad han sido propuestos recientemente en la literatura. En este contexto, la mecánica de fractura elastoplástica se presenta como una alternativa para la evaluación de la integridad de TGVs, requiriéndose dos elementos para su aplicación: la estimación de la fuerza impulsora en términos del parámetro elastoplástico (por ejemplo, la integral J) y la medición experimental de la tenacidad a la fractura del material de los tubos (por ejemplo, a través de la curva de resistencia J-R). Este trabajo presenta el desarrollo de técnicas experimentales no normalizadas para la determinación de curvas J-R para TGVs con fisuras pasantes circunferenciales y longitudinales. Debido a las dimensiones reducidas de los TGVs, diferentes probetas no normalizadas fueron propuestas. Además, en los ensayos se utilizaron condiciones de carga de tracción y flexión con el objetivo de modelar más adecuadamente los estados tensionales y las condiciones de constraint reales en TGVs. Los valores de la integral J fueron estimados utilizando el método del factor η. La aptitud del método fue evaluada a partir de simulaciones numéricas de los ensayos propuestos mediante análisis elastoplásticos con la técnica de elementos finitos. Se encontró que condiciones de mayor constraint asociadas con fisuras profundas y cargas de flexión favorecen la validez del método del factor η, mientras que configuraciones de menor constraint dan como resultado factores η que exhiben una mayor dependencia con el nivel de carga aplicada. También se observó que los factores η basados en la apertura de la boca de la fisura (Crack Mouth Opening Displacement o CMOD) presentan una dependencia mucho menor con el nivel de carga respecto a los factores η definidos a partir del desplazamiento del punto de aplicación de la carga (Load Line Displacement o LLD). Se presentan los valores del factor η para las probetas estudiadas con fisuras profundas (a/W ≥ 0,40). Se realizaron ensayos de fractura a temperatura ambiente y 300 °C con probetas obtenidas de TGVs nucleares fabricados a partir de las aleaciones 690 (Ni: 61; Cr: 29; Fe: 8,95, % en peso) y 800 (Ni: 33; Cr: 21,6; Fe: 42,2, % en peso). Durante los ensayos de fractura a temperatura ambiente, la extensión estable de fisura fue medida mediante una técnica óptica utilizando un microscopio digital. Para estos ensayos también se aplicó el método de normalización que propone la norma ASTM E1820-15 en el Anexo 15, encontrándose una buena coincidencia entre las longitudes estimadas por éste y las medidas ópticamente. De esta manera, el método de normalización fue utilizado para los ensayos a alta temperatura. Los resultados experimentales mostraron que ambos materiales tienen elevadas tenacidades a la fractura, siendo la aleación 800 la que presentó curvas J-R más elevadas que la aleación 690 tanto para fisuras circunferenciales como longitudinales. Las curvas J-R para ambas aleaciones mostraron un efecto marcado con la orientación de la fisura, es decir que existe una importante anisotropía en las propiedades de fractura: las fisuras circunferenciales presentaron curvas J-R más elevadas que las fisuras longitudinales. El nivel de constraint desarrollado en los ensayos, dado por las condiciones de carga de tracción y flexión, evidenció poco efecto sobre las curvas J-R para probetas con fisuras profundas (a/W ~ 0,50). A su vez, la temperatura de ensayo (temperatura ambiente y 300 °C) presentó un efecto prácticamente nulo para ambas aleaciones. Usando las propiedades de fractura obtenidas en este trabajo, la metodología FAD (Failure Assessment Diagram) fue propuesta y utilizada para la predicción de las condiciones de falla de TGVs fisurados para diferentes geometrías de fisura y condiciones de carga. La comparación entre análisis teóricos y datos experimentales muestra la potencialidad del FAD como una metodología capaz de predecir adecuadamente las fallas de estos componentes.

Comparison of EN & ASME welding and its allied processes standards

This thesis is made in cooperation with Wärtsilä and Sandvik. The main purpose of the thesis is to clarify the best suitable American standards for European standards used in Wärtsilä’s investigation checklist and to make wide and easily readable tables for Wärtsilä and their subcontractors. One of the most important issues is to make clear if the compared American standards are demanding enough for Wärtsilä’s needs. The research is done by comparing EN standards mentioned in Wärtsilä’s investigation checklist to corresponding ASME, AWS, ASNT and ASTM standards. The research shows that there is visible lack of requirements in American standards compared to European ones. Some areas of American standards are more demanding than European standards but in larger scale EN standards are much wider and more demanding than American standards. Because of these reasons, usage of European standards should be recommended for Wärtsilä’s subcontractors to ensure the quality and reliability of production.

Optimisation de l'extraction, en réacteur "batch", de biomasse énergétique à l'aide d'émulsions ultrasoniques de solvants verts

L’industrie des biocarburants de deuxième génération utilise, entre autre, la biomasse lignocellulosique issue de résidus forestiers et agricoles et celle issue de cultures énergétiques. Le sorgho sucré [Sorghum bicolor (L.) Moench] fait partie de ces cultures énergétiques. L’intérêt croissant de l’industrie agroalimentaire et des biocarburants pour cette plante est dû à sa haute teneur en sucres (jusqu’à 60% en masse sèche). En plus de se développer rapidement (en 5-6 mois), le sorgho sucré a l’avantage de pouvoir croître sur des sols pauvres en nutriments et dans des conditions de faibles apports en eau, ce qui en fait une matière première intéressante pour l’industrie, notamment pour la production de bioéthanol. Le concept de bioraffinerie alliant la production de biocarburants à celle de bioénergies ou de bioproduits est de plus en plus étudié afin de valoriser la production des biocarburants. Dans le contexte d’une bioraffinerie exploitant la biomasse lignocellulosique, il est nécessaire de s’intéresser aux différents métabolites extractibles en plus des macromolécules permettant la fabrication de biocarburants et de biocommodités. Ceux-ci pouvant avoir une haute valeur ajoutée et intéresser l’industrie pharmaceutique ou cosmétique par exemple. Les techniques classiques pour extraire ces métabolites sont notamment l’extraction au Soxhlet et par macération ou percolation, qui sont longues et coûteuses en énergie. Ce projet s’intéresse donc à une méthode d’extraction des métabolites primaires et secondaires du sorgho sucré, moins coûteuse et plus courte, permettant de valoriser économiquement l’exploitation industrielle du de cette culture énergétique. Ce travail au sein de la CRIEC-B a porté spécifiquement sur l’utilisation d’une émulsion ultrasonique eau/carbonate de diméthyle permettant de diminuer les temps d’opération (passant à moins d’une heure au lieu de plusieurs heures) et les quantités de solvants mis en jeu dans le procédé d’extraction. Cette émulsion extractive permet ainsi de solubiliser à la fois les métabolites hydrophiles et ceux hydrophobes. De plus, l’impact environnemental est limité par l’utilisation de solvants respectueux de l’environnement (80 % d’eau et 20 % de carbonate de diméthyle). L’utilisation de deux systèmes d’extraction a été étudiée. L’un consiste en la recirculation de l’émulsion, en continu, au travers du lit de biomasse; le deuxième permet la mise en contact de la biomasse et des solvants avec la sonde à ultrasons, créant l’émulsion et favorisant la sonolyse de la biomasse. Ainsi, en réacteur « batch » avec recirculation de l’émulsion eau/DMC, à 370 mL.min[indice supérieur -1], au sein du lit de biomasse, l’extraction est de 37,91 % en 5 minutes, ce qui est supérieur à la méthode ASTM D1105-96 (34,01 % en 11h). De plus, en réacteur « batch – piston », où la biomasse est en contact direct avec les ultrasons et l’émulsion eau/DMC, les meilleurs rendements sont de 35,39 % en 17,5 minutes, avec 15 psig de pression et 70 % d’amplitude des ultrasons. Des tests effectués sur des particules de sorgho grossières ont donné des résultats similaires avec 30,23 % d’extraits en réacteur « batch » avec recirculation de l’émulsion (5 min, 370 mL.min[indice supérieur -1]) et 34,66 % avec le réacteur « batch-piston » (30 psig, 30 minutes, 95 % d’amplitude).

Caracterização elementar de ligas metálicas em implantes dentários

An ideal biomaterial for dental implants must have very high biocompatibility, which means that such materials should not provoke any serious adverse tissue response. Also, used metal alloys must have high fatigue resistance due the masticatory force and good corrosion resistance. These properties are rendered by using alpha and beta stabilizers, such as Al, V, Ni, Fe, Cr, Cu, Zn. Commercially pure titanium (TiCP) is used often for dental and orthopedic implants manufacturing. However, sometimes other alloys are employed and consequently it is essential to research the chemical elements present in those alloys that could bring prejudice for the health. Present work investigated TiCP metal alloys used for dental implant manufacturing and evaluated the presence of stabilizing elements within existing limits and standards for such materials. For alloy characterization and identification of stabilizing elements it was used EDXRF technique. This method allows to perform qualitative and quantitative analysis of the materials using the spectra of the characteristic X-rays emitted by the elements present in the metal samples. The experimental setup was based on two X- rays tubes (AMPTEK Mini X model with Ag and Au targets), a X-123SDD detector (AMPTEK) and a 0.5mm Cu collimator, developed due to the sample characteristics. The other experimental setup used as a complementary technique is composed of an X-ray tube with a Mo target, collimator 0.65mm and XFlash (SDD) detector - ARTAX 200 (BRUKER). Other method for elemental characterization by energy dispersive spectroscopy (EDS) applied in present work was based on Scanning Electron Microscopy (SEM) EVO® (Zeeis). This method also was used to evaluate the surface microstructure of the sample. The percentual of Ti obtained in the elementary characterization was among 93.35 ± 0.17% and 95.34 ± 0.19 %. These values are considered below the reference limit of 98.635% to 99.5% for TiCP, established by Association of metals centric materials engineers and scientists Society (ASM). The presence of elements Al and V in all samples also contributed to underpin the fact that are not TiCP implants. The values for Al vary between 6.3 ± 1.3% and 3.7 ± 2.0% and for V, between 0.26 ± 0.09% and 0.112 ± 0.048%. According to the American Society for Testing and Materials (ASTM), these elements should not be present in TiCP and in accordance with the National Institute of Standards and Technology (NIST), the presence of Al should be <0.01% and V should be of 0.009 ± 0.001%. Obtained results showed that implant materials are not exactly TiCP but, were manufactured using Ti-Al-V alloy, which contained Fe, Ni, Cu and Zn. The quantitative analysis and elementary characterization of experimental results shows that the best accuracy and precision were reached with X-Ray tube with Au target and collimator of 0.5 mm. Use of technique of EDS confirmed the results of EDXRF for Ti-Al-V alloy. Evaluating the surface microstructure by SEM of the implants, it was possible to infer that ten of the thirteen studied samples are contemporaneous, rough surface and three with machined surface.

Durabilité aux cycles de gel-dégel de bétons fabriqués avec des liants binaires et ternaires

La dégradation du béton associée à l’exposition en ambiance hivernale rigoureuse est une problématique connue en Amérique du Nord en raison de la sévérité du climat en période hivernale. Un des types de dégradation, la fissuration interne, se manifeste par l'apparition d'une intense microfissuration du béton en surface, mais aussi à l'intérieur de la masse. Celle-ci peut conduire à une perte de cohésion du matériau, réduisant ses caractéristiques mécaniques et sa perméabilité. Dans un souci de développement durable et de recherche performancielle, des liants ternaires, comprenant des ajouts minéraux autre que la fumée de silice ont été développés. Les études scientifiques portant sur l’influence du facteur d’espacement à ce type de dégradation sont peu nombreuses, voire inexistantes. Il est par conséquent important de vérifier si les spécifications actuelles permettent d’assurer la confection d’un matériau durable au gel. Dans ce mémoire, nous avons étudié l’influence du facteur d’espacement, du paramètre E/L, de l’influence du type de superplastifiant et d’un granulat marginal sur la résistance à la fissuration interne des bétons en utilisant l’essai accéléré normalisé ASTM C666, procédure A lors de l’utilisation de liants ternaires. Une grande partie de cette recherche a porté sur l’étude de la relation entre le facteur d’espacement et la tenue aux cycles gel-dégel des bétons. Le projet s’est divisé en 4 phases, la première a permis de déterminer un intervalle contenant le facteur d’espacement critique pour chacun des liants étudiés. Il est ainsi établi qu’il est nécessaire d’avoir un facteur d’espacement inférieur à 340 µm pour assurer la durabilité des bétons V-S formulés à partir de liants ternaires. La deuxième phase a montré que le type de superplastifiant n’influe pas sur le facteur d’espacement critique, mais change les caractéristiques du réseau d’air à l’état frais. La troisième phase a porté sur l’analyse de l’influence d’une variation du rapport E/L sur la durabilité au gel-dégel. Il en résulte qu’une variation dans les limites permises n’a pas d’incidence sur le facteur d’espacement critique tant que les hypothèses restent dans l’intervalle prescrit par le tome VII de la norme 3101. La dernière et quatrième phase a permis de montrer que le granulat marginal sélectionné n’a pas d’incidence particulière sur la résistance au gel-dégel en fissuration interne.

Determinação simultânea de Glicerol livre e total, MONO-, DI e triglicerídeos em biodiesel etílico de girassol, mamona e da mistura de sebo e soja empregando GC-FID

O biodiesel produzido para ser comercializado no Brasil deve estar de acordo aos padrões de qualidade estabelecidos pela resolução de 4 de fevereiro de 2010 da Agência Nacional do Petróleo, Gás Natural e do Biocombustível (ANP, 04/2010). Neste trabalho, foi estudada a aplicação dos métodos ASTM D 6584 e EN 14105 para o biodiesel de mamona e biodiesel oriundo de rota etílica. Ambos os métodos empregam GC (Cromatografia Gasosa, do inglês Gas Chromatography) com FID (Detecção por Ionização em Chama, do inglês Flame Ionization Detection) e reação de sililação com N-metil-N-(trimetilsilil)trifluoracetamida (MSTFA). Os compostos foram identificados para quantificação pelos tempos de retenção, para os diglicerídeos e triglicerídeos foram utilizadas bandas de tempo de retenção. Os parâmetros de validação considerados foram: curva analítica, linearidade, sensibilidade, robustez, precisão e exatidão. Os métodos ASTM D 6584 e EN 14105 apresentaram sensibilidade semelhante para todos os compostos. Foram escolhidas as condições cromatográficas estabelecidas pelo método ASTM D 6584 por ser mais rápido que o EN14105 e ter sensibilidade semelhante. O método apresentou boa linearidade com todas as curvas analíticas com r maiores que 0,999. A reação de sililação com MSTFA foi otimizada para o biodiesel etílico de mamona em virtude da sua composição química. Um volume de 500 μL de MSTFA foi escolhido para realização dos ensaios de exatidão e precisão. Os valores de exatidão ficaram entre 67 e 145,9% com valores de precisão menores que 11%. Foi avaliada a ocorrência de efeito matriz para biodiesel etílico de mamona, sendo que esse efeito foi considerado baixo para glicerol, monooleína e dioleína e médio para trioleína. Mesmo havendo efeito de matriz o preparo das curvas analíticas em solvente conforme sugerido pelos métodos de referência foi mantido. O método foi robusto frente às variações da composição química da matriz. Na aplicação do método, esse se mostrou adequado para amostras de biodiesel etílico de mamona, de girassol e da mistura de sebo e soja.

Investigate the effect of antibacterial ingredients used in marine paints in sea water

In this study, consider to the mechanism of controlled depletion paint, has been made the Antifouling (A/F) paints that use these in a paint system which applied on the steel. As a first step, it is necessary to prove that the system subject to investigation does fit into the mechanisms proposed for the CDPs system. According to this, the machine was designed and built as for ASTM D5108-90, D4939-89. Specimens immersed in natural sea water and were rotating by 60 r/min rotor. Painted specimens were tested for 59 days. The main objective of this study was to investigate if new antifouling paint are less toxic than traditional paint and more efficient. For this reason, Zineb and Ziram which is an ingredient in antifouling paints, was also studied. Zineb and Ziram are known as booster biocides in A/P composition. We used the Zineb and Ziram and synthesis of these in a A/F paints. The concentration of booster biocides are 3% and 6% in paints. We use scanning electron microscopy (SEM) for evaluation of paint film. The settlement and the growth of living organism on immersed surfaces was observed during 59 days. According to reports, the growth of organism was observed for A/F paint contains, 3% Zineb after 20days,3%Ziram after 24days and 3% Zineb +Ziram after 30days. By measuring leached rate of the Zn in A/F paints, we figured out the effectiveness of booster biocides on the growth of organism, for example in the absence of booster biocides, the critical released rate for preventing biofilm for A/F paint with ZnO is 15 μg/cm2day. This despite the fact that this figure for A/F paint contain Zineb is 4 μg/cm2, Ziram is 3 μg/cm2 and Zineb +Ziram is 2 μg/cm2.