Aplicação da destilação simulada por cromatografia gasosa e da termogravimetria para a avaliação da influência da redução do teor de enxofre sobre as propriedades físico-químicas do óleo diesel

One of the main problems related to the use of diesel as fuel is the presence of sulfur (S) which causes environmental pollution and corrosion of engines. In order to minimize the consequences of the release of this pollutant, Brazilian law established maximum sulfur content that diesel fuel may have. To meet these requirements, diesel with a maximum sulfur concentration equal to 10 mg/kg (S10) has been widely marketed in the country. However, the reduction of sulfur can lead to changes in the physicochemical properties of the fuel, which are essential for the performance of road vehicles. This work aims to identify the main changes in the physicochemical properties of diesel fuel and how they are related to reduction of sulfur content. Samples of diesel types S10, S500 and S1800 were tested according with the methods of the American Society for Testing and Materials (ASTM). The fuels were also characterized by thermogravimetric analysis (TG) and subjected to physical distillation (ASTM D86) and simulated distillation gas chromatography (ASTM D2887). The results showed that the reduction of sulfur turned the fuel lighter and fluid, allowing a greater applicability to low temperature environments and safer for transportation and storage. Through the simulated distillation data was observed that decreasing sulfur content resulted in higher initial boiling point temperatures and the decreasing of the boiling temperature of the medium and heavy fractions. Thermogravimetric analysis showed a loss event mass attributed to volatilization or distillation of light and medium hydrocarbons. Based on these data, the kinetic behavior of the samples was investigated and it was observed that the activation energies (Ea) did not show significant changes throughout conversion. Considering the average of these energies, the S1800 had the highest Ea during the conversion and the S10 the lowest values

Avaliação da aplicabilidade de correlações matemáticas e redes neurais na predição de parâmetros de especificação do diesel

Diesel fuel is one of leading petroleum products marketed in Brazil, and has its quality monitored by specialized laboratories linked to the National Agency of Petroleum, Natural Gas and Biofuels - ANP. The main trial evaluating physicochemical properties of diesel are listed in the resolutions ANP Nº 65 of December 9th, 2011 and Nº 45 of December 20th, 2012 that determine the specification limits for each parameter and methodologies of analysis that should be adopted. However the methods used although quite consolidated, require dedicated equipment with high cost of acquisition and maintenance, as well as technical expertise for completion of these trials. Studies for development of more rapid alternative methods and lower cost have been the focus of many researchers. In this same perspective, this work conducted an assessment of the applicability of existing specialized literature on mathematical equations and artificial neural networks (ANN) for the determination of parameters of specification diesel fuel. 162 samples of diesel with a maximum sulfur content of 50, 500 and 1800 ppm, which were analyzed in a specialized laboratory using ASTM methods recommended by the ANP, with a total of 810 trials were used for this study. Experimental results atmospheric distillation (ASTM D86), and density (ASTM D4052) of diesel samples were used as basic input variables to the equations evaluated. The RNAs were applied to predict the flash point, cetane number and sulfur content (S50, S500, S1800), in which were tested network architectures feed-forward backpropagation and generalized regression varying the parameters of the matrix input in order to determine the set of variables and the best type of network for the prediction of variables of interest. The results obtained by the equations and RNAs were compared with experimental results using the nonparametric Wilcoxon test and Student's t test, at a significance level of 5%, as well as the coefficient of determination and percentage error, an error which was obtained 27, 61% for the flash point using a specific equation. The cetane number was obtained by three equations, and both showed good correlation coefficients, especially equation based on aniline point, with the lowest error of 0,816%. ANNs for predicting the flash point and the index cetane showed quite superior results to those observed with the mathematical equations, respectively, with errors of 2,55% and 0,23%. Among the samples with different sulfur contents, the RNAs were better able to predict the S1800 with error of 1,557%. Generally, networks of the type feedforward proved superior to generalized regression.

Obtenção e caracterização de um eco-compósito à base de látex e bainha da palha do coqueiro para isolamento térmico e acústico

With the emergence of new technologies, has grown the need to use new materials, and this has intensified research on the collection and use of materials from renewable sources, is to reduce production costs and / or environmental impact. In this context, it was found that the sheath coconut straw, can be utilized as raw material for the production of a eco-composite that can be used as a thermal and acoustic insulator. After selected from the coconut sheaths were subjected to treatment with aqueous 2 % sodium hydroxide (NaOH). The composite study was produced with the sheath and coconut natural latex, with coconut sheath percentage in the proportions 15%, 25% and 35% of the total compound volume. Physical, thermal and acoustic properties of the composites were analyzed in order to obtain data on the use of viability as thermoacoustic insulation. The CP15 composites, CP25 and CP35 showed thermal conductivity 0.188 W/m.K, 0.155 W/m.K and 0.150 W/m.K, respectively. It can be applied as thermal insulation in hot systems to 200 ° C. The CP35 composite was more efficient as a thermal and acoustic insulation, providing 20% noise reduction, 31% and 34% for frequencies of 1 kHz, 2 kHz and 4 kHz, respectively. The analyzes were based on ABNT, ASTM, UL. Based on these results, it can be concluded that the eco-composite produced the hem of coconut can be used as thermal and acoustic insulation. Thus, it gives a more noble end to this material, which most often is burned or disposed of improperly in the environment.

Obtenção e caracterização de um eco-compósito à base de látex e bainha da palha do coqueiro para isolamento térmico e acústico

With the emergence of new technologies, has grown the need to use new materials, and this has intensified research on the collection and use of materials from renewable sources, is to reduce production costs and / or environmental impact. In this context, it was found that the sheath coconut straw, can be utilized as raw material for the production of a eco-composite that can be used as a thermal and acoustic insulator. After selected from the coconut sheaths were subjected to treatment with aqueous 2 % sodium hydroxide (NaOH). The composite study was produced with the sheath and coconut natural latex, with coconut sheath percentage in the proportions 15%, 25% and 35% of the total compound volume. Physical, thermal and acoustic properties of the composites were analyzed in order to obtain data on the use of viability as thermoacoustic insulation. The CP15 composites, CP25 and CP35 showed thermal conductivity 0.188 W/m.K, 0.155 W/m.K and 0.150 W/m.K, respectively. It can be applied as thermal insulation in hot systems to 200 ° C. The CP35 composite was more efficient as a thermal and acoustic insulation, providing 20% noise reduction, 31% and 34% for frequencies of 1 kHz, 2 kHz and 4 kHz, respectively. The analyzes were based on ABNT, ASTM, UL. Based on these results, it can be concluded that the eco-composite produced the hem of coconut can be used as thermal and acoustic insulation. Thus, it gives a more noble end to this material, which most often is burned or disposed of improperly in the environment.

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.