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By Mauro Andrés Cerra Flórez

O presente estudo visa avaliar a resistência à corrosão de dois aços alto manganês com relação ao aço 9% Níquel em solução eletrólito 0,001M de H2SO4. Para esta pesquisa foram utilizados dois aços com teores de manganês de 22% e 26%, e a liga de aço 9% Níquel que é amplamente utilizada na indústria petroquímica. Os ensaios realizados para comparação da resistência à corrosão foram o monitoramento do potencial de circuito aberto (OCP) e polarização linear anódica. Foi escolhida a solução de H2SO4 pela presença do enxofre, oriundo dos campos de produção como impureza no gás natural. Foram utilizadas as técnicas de Microscopia Eletrônica de Varredura (MEV) e Espectroscopia de Energia Dispersiva de Raios-X (EDS) para a caracterização dos produtos de corrosão. Os resultados obtidos mostraram que os aços alto Manganês apresentaram valores similares de resistência à corrosão, mas ainda inferiores em relação ao aço 9% Níquel.

Oct 30, 2017

By Juliana Mendonça Silva de Jesus

O estudo do comportamento de membranas trocadoras de íons em um sistema específico permite verificar a interação de um eletrólito com suas propriedades. No presente trabalho, foram utilizadas soluções de cobre à base de HEDP, proveniente de um banho galvânico isento de cianeto. A membrana utilizada foi a HDX 200 (aniônica) fornecida pela empresa Hidrodex. Amostras da membrana foram submetidas a um ensaio de envelhecimento durante 13, 26, 60 e 90 dias, imersas em uma solução a 5% v/v do banho de cobre. Após o envelhecimento essas foram preparadas para a realização de análises estruturais por FTIR, MEV e TGA. Os resultados obtidos pelo MEV e FTIR mostram que a membrana possui morfologia heterogênea. Além disso, verificou-se pelos resultados da análise térmica que o complexo presente no banho eletrolítico influi no comportamento térmico da membrana.

Aug 17, 2017

By Bruna Silva de Almeida

Tradicionalmente propriedades mecânicas tais como: Limite de escoamento e dureza em processos de laminação a frio são avaliadas antes e após o processo devido a dificuldade de obter estes valores após cada cadeira de laminação. Atualmente são empregadas simulações numéricas, onde inúmeros modelos usam valores de tensões antes e após laminação e obtém-se uma predição destes valores entre cadeiras, normalmente utilizando aproximações ou dados conseguidos em algum laminador piloto. A finalidade deste trabalho foi estudar uma bobina processada de um aço IF, em escala industrial, num laminador de tiras a frio de cinco cadeiras avaliando algumas propriedades mecânicas e correlacionando os aspectos microestruturais das amostras retiradas entre as cadeiras deste laminador. Para o estudo da evolução das propriedades mecânicas do início ao final do processo, foram preparadas amostras para os ensaios mecânicos e para análise das mudanças microestruturais foram preparadas amostras por técnicas de metalografia. O resultado apresentado após estas avaliações mostram o comportamento mecânico diferenciado após cada redução.

Aug 8, 2018

By José Alberto da Cruz Junior

Aços multiconstituídos têm aplicações voltadas principalmente para o setor automobilístico. Isso porque esses apresentam uma boa combinação de elevada resistência, ductilidade e tenacidade. A elevada resistência desses aços é devida a martensita e aos finos feixes de ferrita bainítica, enquanto que a tenacidade e a ductilidade são atribuídas aos filmes finos de austenita retida presentes entre os feixes. Esses filmes contém uma maior concentração de carbono em relação aos blocos de austenita retida. Uma consequência é que estes se tornam mais estáveis mecanicamente e termicamente. Dessa forma, foi realizada a avaliação do desempenho mecânico de um aço tratado isotermicamente abaixo de Mi e revenidos a 400°C/1 h. Os resultados dos ensaios de impacto mostraram que quanto maior a fração volumétrica da austenita retida maior é a energia absorvida, independente da morfologia desse constituinte.

Aug 7, 2018

By Jetson Lemos Ferreira

A necessidade de redução de espessura de componentes automotivos para atender a demanda por veículos mais leves, aliada ao aumento da complexidade geométrica das peças, tem exigido a utilização de aços de maior resistência e com boa conformabilidade. No entanto, a baixa capacidade de flangeamento dos aços de alta resistência limita a aplicação destes materiais em peças de geometrias mais complexas. O método de corte dos blanks tem influência decisiva na capacidade de flangeamento desses aços, que é avaliada em laboratório por ensaios de expansão de furo. Foi avaliado o efeito da folga de corte por cisalhamento e da qualidade da superfície de bordas puncionadas na capacidade de expansão de furo de aços Interstitial Free, High Strength Low Alloy e Dual Phase. Os resultados indicaram que para o aço IF, folgas entre 10% e 20% da espessura e que propiciaram bordas de corte dos tipos 2 e 3, segundo a classificação do ASM Handbook, foram as que geraram maior expansão de furo. A maximização da flangeabilidade foi conseguida para as folgas de corte de aproximadamente 15% (bordas de corte tipos 3 e 4) para os aços DP e em torno de 20% (bordas tipos 2 e 3) para os aços HSLA.

Jul 30, 2018

By Bruno Deves Flores

O presente estudo visou avaliar em escala laboratorial os efeitos da substituição de carvão importado por nacional em misturas típicas para fabricação de coque metalúrgico. Carvão da camada Barro Branco foi amostrado, beneficiado e caracterizado. Misturas entre carvões coqueificáveis importados, coque de petróleo e o carvão brasileiro foram produzidas de modo a permitir a avaliação da influência do carvão nacional na qualidade do coque. O coque gerado no estudo foi produzido em escala de laboratório e posteriormente avaliado a partir de testes de resistência mecânica e reatividade. Os resultados do estudo apontam que a substituição parcial de carvão importado por nacional é viável tecnicamente sem que ocorram prejuízos importantes à qualidade do coque gerado. As diferenças de qualidade dos coques produzidos com ou sem carvão nacional foram menores para misturas com alto teor de inertes, onde as características termoplásticas da mistura passam a controlar a qualidade do coque gerado.

Oct 30, 2017

By Amélia de Santana Cartaxo

A pedra cariri, devido a sua extração, produz um alto teor de formação de sobras, o qual polui muito os arredores dos municípios, prejudicando rios e relevos da região. O presente trabalho tem como objetivo caracterizar o resíduo da pedra cariri, juntamente com uma argila para propor seu uso na formulação de blocos de vedação. Inicialmente a pedra cariri e a argila foram beneficiadas. Estes materiais foram submetidos a um ensaio de plasticidade pelo método pfefferkorn, e posteriormente á analises de difração de raios-x e de fluorescência de raios-x, para saber suas composições mineralógicas. Através da fluorescência e da difração de raios-x comprovou-se que a pedra cariri possui um teor elevado de CaO(89,0%), que ajudará na densificação da peça e no abaixamento da temperatura de queima, e que a argila tem um percentual bom de sílica livre, que ajudará na eliminação do gás CO2 decorrente da decomposição térmica do carbonato presente na pedra cariri, ajudando também na estabilidade dimensional da peça. Pelas analises feitas, percebe-se um potencial de uso da pedra cariri na formulação de massas para fabricação de blocos de vedação.

Aug 16, 2017

By Gerson Evaristo de Paula Júnior, Bruno Santos Malaquias, Henriquison Magela Bottrel Reis

O desafio no processo de coqueificação está relacionado à elaboração de misturas de carvões que produzam coque com a qualidade para utilização nos altos-fornos. Foi avaliada, em escala piloto, a influência de materiais inertes (coque verde de petróleo [CVP], antracito e carvão com alto teor de inerte [CATI]) às misturas de coqueificação sobre a formação de microtexturas e a qualidade do coque. Os resultados indicaram que, para a mistura avaliada, a adição do CVP até 30% produziu coque com qualidade (DI15-150) adequada para os altos-fornos da Usiminas. As principais microtexturas foram do tipo mosaico, fragmentária, fusita, inerte anisotrópico e o próprio CVP. O antracito provocou redução significativa de DI15-150 e CSR. A análise de microscopia óptica revelou partículas livres na matriz de coque, contribuindo para a queda de qualidade. A adição de CATI às misturas de coqueificação resultou em forte queda na qualidade do coque e a microtextura do tipo mosaico foi predominante. De forma geral, o carvão com alto teor de inertes foi o que apresentou menos benefícios, diferentemente do CVP, que apresentou melhor resultado para ser utilizado nas misturas de coqueificação da Usiminas.

Oct 1, 2019

By Tairine Berbert Tavares

A eletro-obtenção constitui em um importante processo na recuperação dos principais metais produzidos através de processos hidrometalúrgicos (i.e. Cu, Ni, Au, Co, Zn), pois permite a obtenção de depósitos catódicos de elevada pureza a partir de soluções aquosas contendo o metal. O presente trabalho investigou a eletro-obtenção de zinco, a fim de avaliar a influência da gelatina, um aditivo orgânico, na eficiência de corrente e na qualidade do metal depositado no catodo de alumínio. A caracterização dos depósitos de zinco através do MEV revelou que, na presença de concentrações crescentes de gelatina até 40mg/L, houve diminuição da quantidade de poros ocasionados por evolução de hidrogênio na superfície do zinco depositado, contudo, em concentrações de 80mg/L, os poros voltaram a aparecer. Além disso, notou-se que diferentes concentrações de gelatina não alteraram a forma dos cristais de zinco, porém provocaram redução do tamanho de suas plaquetas hexagonais, à medida que a concentração de gelatina aumentou, mostrando efeito de refino de grão, em comparação à solução livre da adição de gelatina.

Aug 17, 2017

By Francisco Gil Coury

Ligas Al-Mn-Ce são de grandeinteresse por formaremfases e microestruturasde aplicação promissora, como quasicristais, fase amorfa e ligas cristalinas de alta resistência. Entretanto, pouca atenção foi dada àdeterminação do diagrama de fase desse sistema. Este trabalho apresenta uma avaliação termodinâmica preliminar das fases ternárias Al8Mn4Ce e Al10Mn7Ce2, compostos da região de maior interesse deste sistema:as composições ricas em Al. A avaliação termodinâmica foi feita considerando os dois compostos como fases estequiométricas. A energia livre destas fases foi estimada a partir de dados experimentais obtidos por análise de calorimetria diferencial de varredura, microscopia eletrônica e difração de raios X e as seções isotermas existentes na literatura, empregando ligas obtidas por fusão a arco. Os resultados indicam que foi possível produzir as fases de interesse pela metodologia proposta, e que os parâmetros estimados para a energia livre de ambas as fases permitem reproduzir adequadamente secções isotermas do diagrama ternário em diferentes temperaturas.

Aug 16, 2017

By Dirk Bergmann

During the spray forming process, a continuous molten metal stream is atomized by impinging high speed inert gas jets. In the generated spray cone, the resulting metal droplets are rapidly cooled by the huge temperature difference to the surrounding gas phase and thereby partly solidified during flight. After a certain flight and residence time inside the spray cone, the droplets impinge onto the solid substrate and form the product (deposit) by compaction. Material properties of this preform strongly depend on several process parameters and especially on the thermal and kinetic state of the deposited droplets at the point of impingement. Smaller droplets may cool very fast due to their low mass and impinge onto the product in a completely solidified state as solid metal powder particles. Larger droplets with big mass contain a higher amount of thermal energy and impact during the state of phase change or still as completely liquid. It is obvious, that a certain amount of liquid content in the droplets is needed for forming a homogeneous deposit. Therefore, the thermal history of metal droplets during flight in the spray cone is of great importance for overall process modelling and control. Modelling the effects of the impinging droplet mass on the formation and heat balance of the deposit, the thermal conditions of the droplet stream need to be temporary and spatially averaged at different locations. Averaging may be achieved in different ways, giving alternative results. A first method is averaging over the droplets total enthalpy which consists of the thermal content and the remaining latent heat of fusion within the droplets. A second method may yield the average over the heat content and the solid fraction separately. Results of these two methods depend on the application and the kind of information which one wants to achieve and show some deviations, which will be discussed in terms of consolidation and energy conservation of the deposit.

Jan 1, 1999

By W. E. STOKES

SOME extension of flying service to the mining industry occurred in 1938, particularly in Canada, where freighting activity radiated from Edmonton into the new northern mining districts. Again the airplane demonstrated its usefulness in getting new equipment rapidly into the field and in decreasing shutdown time while waiting for repairs. An 18-ton Caterpillar tractor with shovel attachment was disassembled, brought in by plane, and placed in operation at Berens River, Ont., within seven days after its de- livery at Winnipeg. At Central Patricia a mill breakdown required the replacement of a full mill head and trunnion with ball bearings, weighing 2700 lb. The Canadian Airways Junkers, termed the "flying boxcar," was called in from Yellowknife, 1300 mi. away, and the new installation was completed three days later.

Jan 1, 1939

By S. Beskri, N. Geoffroy

When metallurgical plants are designed, a lot of consideration is almost always given to material selection and possible damage mechanisms. Materials engineers are generally involved and will strive to select optimal alloys or refractories for the design conditions. Once in operation however, things often change. Equipment is overstressed to increase production, corrosive leaks are not always promptly addressed, proper welding procedures are disregarded, etc. This paper describes various cases from the mining and metals industry where serious mishaps, associated consequences, and costs could have been avoided if simple and proactive steps had been taken. It also presents a strategy, based on safety reviews, to help predict and prevent damage to critical pieces of equipment.

Jan 1, 2015

By Patricia Pride, Kurt Bettger, Jack Raymer

"INTRODUCTION The Jefferson Barracks Tunnel is in the final stages of design and is expected to go out to bid in the summer of 2016. The project is located in south St. Louis County along the west bank of the Mississippi River, about 13 km downstream of the St. Louis Gateway Arch. The project consists of a deep sanitary sewer tunnel, a deep pump station and several intakes. The intakes will divert sanitary flows into the tunnel and the tunnel will convey the flows by gravity to the Lemay No. 3 Pump Station, which will pump them up into the Lemay Waste Water Treatment Plant. The tunnel is about 5.4 km long and will be lined with 84-inch (2.1 m) fiberglass pipe. It drops at a gradient of 0.1 percent from south to north and will be bored through strong limestone using a hard-rock tunnel boring machine (TBM). The diameter of the TBM is anticipated to be about 3.4 m. The Owner’s original concept was for a relatively shallow tunnel so as to minimize construction and pumping costs. The preferred alignment ran close to the river, next to the existing force main, which was to be abandoned. Keeping the tunnel close to the force main would reduce the amount of shallow sewer work needed to connect the existing feeder sewers to the new tunnel. Several geotechnical investigations were performed, with shallowly focused geophysics and the borings all going exactly down the conceptual tunnel depth. Limestone bluffs run along the Missouri side of the river. These bluffs are pockmarked by sinkholes and riddled with karst. Large, well-known caves occur both north and south of the alignment. Karst features, including deep crevices and possible caves, were found in those early geotechnical investigations. Many of these features extended well below the level of the Mississippi River and would have been encountered by the tunnel. If a large crevice or cave were encountered, then the inflow of mud and water into the tunnel could have been large and possibly uncontrollable. Something had to be done to mitigate this situation. Pre-excavation grouting was considered, but the program would have been huge and extremely expensive. Using a closed-face TBM with bolted and gasketed lining was also considered, but that too was both risky and extremely expensive. The Owner could have abandoned the tunnel altogether and built a new force main, but that would have brought a whole new set of problems and was undesirable to the Owner. The last option was to move the tunnel away from the karst."

Jan 1, 2016

By Gente P, Eissen JP, Lafoy Y, Charlou JL

The North Fiji Basin (NFB) is delineated by the Vitiaz trench to the North (paleo sub duction zone, Brocher, 1985), the Vanuatu is- land arc (called before New Hebrides arc) to the West and South, the Hunter Fiacture Zone to the South-East and the Fiji islands to the East (Brocher, 1985 ; Larue et al., 1982 ; Carney and MacFarlane, 1982 ; Falvey, 1978). The NFB is characterized by shallow water depths (about 3 km) (Chase et al., 1982 ; Scla- ter et al., 1972 ; Karig, 1971), high heat flow (average of 2.29 HFC) (MacDonald et al., 1973 ; Halunen, 1979), strong positive free air anoma- lies (Worzel, 1965 ; Kogan, 1976 ; Luyendick et al., 1974 ; Solomon and Biehler, 1969) and a geoid anomaly (Malahoff and Larue, 1979) inter- preted as a geoid swelling. Few refraction data reveal a relatively thin crust and sediment co- ver, and the existence of low speeds in the up- per mantle beneath the NFB (between 7,1 and 7,7 km/s) (Larue et al., 1982 ; Raitt, 1956), which could indicate the existence of active spreading zone(s) in this area (Barazangi et al., 1974). Global seismicity of the SW Pacific clearly de- fines the.limits of the NFB, as well as the Lau basin (Sykes et al., 1969). But one can note the low level of shallow seismicity of the NFB (Ham- burger and Isacks, in press) which concentrates in three distinct trends :

Jan 1, 1987

By Sam Warren, Antonio Marinucci, Genesis Z. Figueroa, Anne Lemnitzer

Drilled Displacement Piles (DDP) provide an ideal deep foundation solution that combines the benefits of ground improvement with traditional advantages of piling systems. This paper consolidates data from 20 construction projects in which more than 30 DDPs were installed and tested axially. High quality site exploration data (e.g., Cone Penetration Test and Standard Penetration Test) were evaluated to derive geotechnical analysis parameters. The test sites consisted of mostly mixed soil types with strongly stratified layers of sand, silt, and clay. Pile diameters ranged between 40 cm and 61 cm. Test results were compared with predictive methods developed specifically for DDPs as well as methods used in general geotechnical practice. The accuracy of the empirical methods is presented in terms of total pile capacity, pile length/diameter, and soil type. The large majority of all examined methods underpredict the in-situ pile capacities. It was also found that the difference between the tested and predicted capacity is strongly related to the level of improvement in the surrounding soil due to the piles’ installation. A general comparison between predictive axial accuracy and the observed level of ground improvement upon installation is also discussed.

May 1, 2022

By Paul C. Hagan, Jianhang Chen, Serkan Saydam

"Modified cable bolts are commonly used in underground mines due to their superior performance in preventing bed separation when compared with plain strands. To better test the axial performance of a wide range of cable bolts, a new Laboratory Short Encapsulation Pull Test (LSEPT) facility was developed. The facility simulates the interaction between cable bolts and surrounding rock mass, using artificial rock cylinders with a diameter of 300 mm in which the cable bolt is grouted. Furthermore, the joint where the load is applied is left unconstrained to allow shear slippage at the cable/grout or grout/ rock interface. Based on this apparatus, a series of pull tests were undertaken using the MW9 modified bulb cable bolt. Various parameters including embedment length, test material strength and borehole size were evaluated. It was found that within a limited range of 360 mm, there is a linear relationship between the maximum bearing capacity of the cable bolt and embedment length. Beyond 360 mm, the peak capacity continues to rise but with a much lower slope. When the MW9 cable bolt was grouted in a weak test material, failure always took place along the grout/ rock interface. Interestingly, increasing the borehole diameter from 42 mm to 52 mm in weak test material altered the failure mode from grout/rock interface to cable/grout interface and improved the performance in terms of both peak and residual capacity.INTRODUCTIONFully grouted cable bolts have been used in underground mining industry for many decades. Initially, plain cable bolts manufactured by winding seven flexible steel wires together were commonly used (Thorne and Muller, 1964). Laboratory and field tests lead to a better understanding of the transfer process between grouted cable bolts and the surrounding rock mass, which is beneficial to improve the reinforcing performance of cable bolts in engineering practice (Fuller and Cox, 1975; Cox and Fuller, 1977; Schmuck, 1979; Stillborg, 1984). Nevertheless, as in many cases the initial cable was sourced from discarded steel with a smooth surface along the strand, plain cable bolts did not always meet performance expectations (Windsor, 1992). Over time, it was realised that cable surface geometry plays an important role in determining anchorage performance. Consequently, modified forms of cable bolts were developed. For instance, twin-strands which were made by using spacers to combine two plain cables together improved anchorage capacity two-fold (Matthews, Tillmann and Worotnicki, 1983). However, this required a large borehole to be drilled. Epoxycoated strands had remarkable performance in practice but were difficult to install without damaging the epoxy layer (Dorsten, Hunt and Kent, 1984). In the 1990s, there was a rapid development in the cable bolt design. A typical example was birdcaged cable bolts. They were initially suggested by Hutchins et al. (1990) via unwrapping traditional seven-wire strands and generating a number of nodes together with antinodes along the strand. But it was difficult to make birdcaged cable bolts that could be coiled for transporting."

Jan 1, 2015

By K. Tada

A surface of a magnesium slab (hereinafter, referred to as Mg slab) or magnesium alloy slab (hereinafter, referred to as Mg alloy slab) becomes black with the use of conventional manufacturing methods. The methods also involve a danger that an explosion of the molten magnesium occurs through contact with cooling water. Thus, it has been impossible to produce a slab having a smooth surface. In the present method, a molten magnesium alloy is supplied into a mold, which is sheltered from the surroundings, from a pool in tundish, which is shielded from the surroundings. AZ31B slab formed in the mold is drawn horizontally out to the outside from an outlet of the mold by revolving of the pinch rolls. A cooling water is jetted at an acute angle onto the slab on the outer side of the mold outlet. Further, an inert gas is sprayed at the inner side of the mold outlet in order to seal in a gap between a free surface of the molten magnesium alloy and a sheltered board surrounding an upper surface of the mold. As a result, oxygen and droplets of the cooling water are prevented from running back to the mold side through the gap. AZ31B slab has a smooth surface condition and high quality without a gas porosity, a segregation or the like. Further, the slab has a size of a width of 100 to 120 mm, a thickness of 5 to 20 mm and a span of 10 m or more.

Jan 1, 2006

By T. Martinez Patino

Precious metals have been sought by man through time. The search has been the cause of many historic events as well as the founding of the famous Mexican, Minion centers of Durango, Guanajuato, Zacatecas and others. Bacis, a silver - cold deposit in the State of Durango was one of the lesser known centers established during Spanish colonial times. During the past year, metal prices have suffered a substantial decline, resulting in the closure of many mines. Through astute exploration, development and exploitation of the mine, the effect of the low prices has been offset and the mine is surviving these hard times.

Jan 1, 1994

By D. F. Malan, P. J. Le Roux

Almost no work has been published on the strength of pillars in mines exploiting the LG6/LG6A chromitite bands in the Western Bushveld Complex. The strength of these pillars is unknown, and the hard rock industry still uses the Hedley and Grant formula. Numerical modelling, using inelastic constitutive models, may be of some value in estimating the pillar strength, but this approach is difficult and prone to errors as many assumptions are made. This paper explores the alternative approach of the back-analysis of actual LG6/LG6A mining layouts, using displacement discontinuity codes to simulate the average pillar stresses on a mine-wide scale. From this, and underground observations, a ‘minimum’ pillar strength (K-value in the pillar strength formula) can be estimated. The codes TEXAN and Map3D are both used in the paper to simulate the actual pillar shapes and sizes in an LG6/LG6A mine. The results are encouraging as the two codes produced similar APS values for a complex pillar geometry. An estimated K-value of 77 MPa was determined for the LG6/LG6A pillars in this particular area. This is more or less similar to earlier work done for the UG2 chromitite seam, but higher than the K-value of 39 MPa for a linear formula obtained by other workers for LG6/LG6A pillars. Caution should therefore be exercised before using this higher value for all areas. The effect of element sizes and explicitly simulating the effect of the surface for shallow pillars is illustrated in the manuscript using both codes. The need for actual pillar observations and an iterative design process, which cycles between modelling and observations, is also emphasized.

Nov 27, 2024