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By Ygor Pereira de Lima, Iana Costa Carvalho, Marcelo Henrique Prado da Silva, Talita Gama de Sousa, Andrey Mariano dos Santos, Paulo Davi Borges Esteves, Rodolfo da Silva Teixeira, Andersan dos Santos Paula

Durante muitos anos, as ligas convencionais foram base para o desenvolvimento de novos materiais metálicos, com propriedades melhores que as até então conhecidas. No entanto, na última década, as Ligas de Alta Entropia (LAE) trazem uma nova abordagem para a produção de materiais avançados, com excelentes propriedades e potencial para diversas aplicações. Em particular, as ligas do sistema Al-Co-Cr-Fe-Ni também se destacam por promoverem uma classe de LAE de baixa densidade e têm sido foco de inúmeros estudos no meio acadêmico atual. O presente artigo traz um estudo de otimização da preparação metalográfica da liga AlCo2Cr2FeNi2, a partir de 3 rotas diferentes de polimento e suas análises via microscopia eletrônica de varredura (MEV) e difração de Raios X (DRX). Além disso, foram avaliadas as modificações estruturais da liga em função de um tratamento térmico de solubilização (1050 ºC por 1 hora seguido de resfriamento em água). Os resultados das análises demonstraram a rota de polimento eletrolítico promissora para a caracterização da LAE em questão e a análise conjunta dos resultados de DRX e MEV, somado ao confronto com a literatura, permitiram identificar as fases presentes e suas modificações microestruturais em função do tratamento térmico.

Oct 24, 2019

By Harsh Kumar Verma

Blasting off-the-solid is the most commonly used method during development of galleries in Bord and Pillar method of underground coal mining. In this method, only P5 explosives are used with permitted delay detonators in accordance with the safety requirements stipulated by the regulatory bodies. Delay detonators made with pyrotechnic delay compositions have inherent scattering in their delay timings. It is desirable to use precise detonators to achieve better fragmentation, less vibration and noise. Overlapping of delay period is undesirable from production as well as safety point of view.

Jan 1, 2008

By Rafael Abreu Fraga

Foram avaliados os efeitos da tecnologia de laminação seguida da têmpera direta na produção de chapas grossas de alta dureza, resistentes à abrasão, na Linha de Chapas Grossas da Gerdau Ouro Branco. Para tanto, foram analisados os parâmetros de processo e propriedades mecânicas, através da realização de ensaios de dureza, tração, tenacidade ao impacto Charpy e metalografia. A tecnologia de têmpera direta, realizada através do Mulpic, possibilita a fabricação de aços de alta dureza com carbono equivalente significativamente baixo. O mecanismo principal para aumento da dureza, baseia-se em uma laminação com passes de alta redução, iniciando o resfriamento com o aço ainda constituído exclusivamente pela fase austenítica, sendo temperado a baixas temperaturas, ocorrendo a completa transformação martensítica. Tanto o processo de têmpera direta no Mulpic, quanto os processos anteriores precisam ser muito bem controlados, visando uma microestrutura homogênea e um produto com a planicidade adequada.

Oct 30, 2017

By Johann-Paul Stemplinger

For lubrication of open gear drives applied in rotary furnaces, often gear greases are used as well as for lubrication of gear boxes in difficult sealing conditions. The selection of the gear grease influences strongly the wear behavior. Investigations with flow greases NLGI 00 were made in a back-to-back test rig determining the weight loss due to wear acc. to the standardised procedure ISO 14635 part 3. Different influences like base oil viscosity, thickener type and additional solid lubricant type were analysed. Only the type and amount of solid lubricant shows a significant influence on the weight loss due to wear. Finally, a linear wear coefficient clT according to the calculation method of the wear amount according to Plewe is derived and can be used to transfer the test results to any gears in practice.

Jul 31, 2018

By Everaldo Afonso Fernandes

O cenário tecnológico brasileiro passa por transformações profundas, a indústria em geral faz parte desse panorama, dentro dos segmentos indústrias temos a automobilística, onde novas tecnologias são apresentadas e as demais aprimoradas, nesse segmento temos as ligas não ferrosas de alumínio, que com adição de elementos de liga se transformam em ligas de alta performance, assim como as ligas de aços. Elementos de maquinas de ligas de alumínio sofrem modificações em suas propriedades mecânicas com a variação de temperaturas, deformação, composição química entre outras. O presente trabalho objetiva a comparação das propriedades mecânicas dos resultados experimentais da liga Al-0,05%Cu-[0,35-0,45] %Fe-0,22%Zr e de simulações computacionais de chapas para aplicação na indústria automotiva. A liga foi obtida a partir do Al-EC modificado por inserções de ferro na faixa de [0,35 - 0,45] % e 0,22%Zr. Posteriormente, após a solidificação da liga em molde unidirecional horizontal, os lingotes foram transformados em perfis de 3,0mm e submetidos a ensaios mecânico de tração. Na parte de simulação computacional as propriedades mecânicas foram medidas usando chapas finas de aço e chapas mas espessas de alumínio, as propriedades obtidas nos ensaios reais, foram utilizadas como paramentos das simulações das chapas de alumínio, objetivamente a comparação das propriedades mecânicas com os resultados experimentais da liga estuda. Os resultados dessas análises permitem avaliar que a liga Al-0,05%Cu-[0,35-0,45] %Fe-0,22%Zr pode ser aplicada em componentes estruturais na indústria automotiva que trabalharem estaticamente na forma de fuselagem de automóveis de passeio ou veículos de trabalho com boas propriedades mecânicas.

Oct 30, 2017

By Luan Bezerra Silva

O presente trabalho pretende estudar o comportamento mecânico do cobre eletrolítico C11000 e da liga de cobre cromo C18200. Esses dois materiais são objetos de estudos da equipe técnica que está desenvolvendo a câmara de combustão do motor foguete propelente líquido L75. Atualmente, não há disponível na literatura informações sobre o comportamento mecânico desses materiais em altas temperaturas. A fim de suprir essa necessidade, foram realizados ensaios de tração a quente, no intervalo de temperatura de 27 a 500°C. Adicionalmente, foram realizados ensaios de dureza Vickers e metalografia para avaliar a capacidade do material em resistir mecanicamente em altas temperaturas. Os resultados obtidos demostraram que o cobre eletrolítico sofre amolecimento a partir de 400ºC e que o cobre cromo, apesar de apresentar elevada resistência mecânica quando comparado com o cobre eletrolítico C11000, é um material frágil.

Aug 16, 2017

By Fabíola Freitas de Miranda

A boa gestão das rotinas da Segurança no Trabalho é fundamental para apoiar um resultado positivo em vários aspectos dentro de uma operação de grande porte, como a da CSN. O colaborador é o bem mais importante de uma empresa e para garantir a satisfação e a qualidade de vida do mesmo é essencial que haja um ambiente de trabalho seguro e confiável. O zero acidente com pessoas é uma busca constante e com a consolidação de diversas ações de forma preventiva foi possível alcançar as metas propostas. Com o início das atividades de produção da fábrica de Aços Longos da CSN, houve a necessidade estruturar todas as atividades da equipe de logística, área responsável pelas atividades de abastecimento, logística interna e escoamento da planta, de forma a garantir que os funcionários estivessem envolvidos com as demandas geradas pela organização. Para isso, foi elaborado plano de trabalho com objetivos claros ligados a gestão de segurança.

Oct 30, 2017

By Leonardo Semedo de Mattos Siqueira, Renata Ferreira Muller

The Granulometric Ratio (RG) is one of the most important indicators related to the pelletizing product. Through it, it guarantees good permeability of the bed of pellets, optimization of the thermal cycle and, thus, better results of physical quality and consumption of the energy matrix. To guarantee this indicator, it is necessary that the processes of agglomeration of pellets, classification of raw pellets and screening of burned pellets are under control of certain parameters and with a level of stability assured.

Oct 1, 2019

By Anna Carolina Cerqueira Neves

Muito se tem estudado sobre materiais alternativos, como os compósitos de matriz polimérica reforçados por fibras lignocelulósicas. Isso se justifica pelo fato das fibras naturais terem vantagens no que tange ao meio ambiente, bem como relativo baixo custo. Além disso, a fibra natural apresenta características de interface com a matriz polimérica que favorecem as propriedades mecânicas pela estrutura do compósito. Esse presente trabalho objetiva analisar as propriedades de tração de compósitos de matriz de poliéster reforçados com 10,20 e 30% em fração volumétrica de fibras de cânhamo, que foram preparados alinhando as fibras em moldes e deixando-os curar por 24 horas em temperatura ambiente. Os corpos de prova foram testados numa máquina de ensaios Instron e os resultados mostraram um aumento na tensão máxima de ruptura com o aumento da porcentagem de fibra incorporada.

Aug 17, 2017

By Giovanni A. Bonita, Asher H. Peltz, Sean D. Johnson

This paper examines a complex earthwork project in the Washington DC metro area that had project delivery directly impacted by questionable instrumentation monitoring data. The case study summarizes the impacts to the project caused by questionable instrumentation data and reveals how the authors were able to utilize data to extract meaningful insights. The case study also demonstrates how clear data presentation became a key factor in maintaining stakeholder trust and facilitated progress of the project schedule. The case study highlights key points to collecting high quality instrumentation data, approaches to assess and improve value of the data collected, and techniques to reduce and interpret questionable data.

By Dennis Wilzbacher, John Wiegand

In an effort to reduce the cost of bulk explosives, Vigo Coal Company found that the addition of coal mined at their Friendsville Mine, not only reduced explosive costs, but also appeared to actually enhance blasting performance. The Friendsville Coal lies at the base of the Mattoon geologic formation within the Mcleansboro Group of the Missourian Series of the Pennsylvanian Geologic System in Southern Illinois. Vigo Coal Company commissioned VIBRONICS, INC., an independent blasting consulting company to quantify actual blasting performance. Insitu sonic velocity testing of overburden was conducted to determine the P-wave velocity of the sandstone present at Vigo’s Cypress Creek Mine, where the initial testing was conducted. Numerous VOD (velocity of detonation) recordings were obtained for varying blends of ANFO/Coal (now named Carbo*Prill). Cast blast percentages were determined for both Carbo*Prill and non coal blended bulk explosive blasts. The VOD of the coal blended product was intentionally reduced so as to more closely match the P-wave velocity of the sandstone overburden. Explosive blends containing as much as 40-50 percent coal were tested. Explosive blends containing greater than 30 percent coal, have been used in Cypress Creek Mine overburden production blasts. The coal blends appear to produce better fragmentation and yield excellent cast blast performance. Safer mining conditions were also observed. Flyrock potential was reduced. The blasts produced less back break, producing a safer highwall. Stripping dozer and shovel production rose during the testing period and equipment repair costs were lowered due to an increase in overburden fragmentation. Blasting vibrations were reduced, in part due to the lowered detonation velocity of the ANFO/Coal mixture. The Friendsville Coal Seam appears to contain inherent chemical and physical properties that enhance blasting performance. The use of Carbo*Prill has been approved by MSHA, BATF, the State of Illinois, and the State of Indiana. This paper will provide details concerning testing procedures, blast performance analysis, recommendations and conclusions for using this alternative blasting mixture.

Jan 1, 2007

By Andreu J. Ferrero

Polyurethane and acrylate resins are routinely injected into soils to gain strength and control water flow. However, most published data regarding strength gain is derived from laboratory samples created under ideal conditions. This study endeavored to inject resins into full scale mock-ups that could then be excavated and tested to yield results comparable to actual field conditions. To achieve this goal, a large container was filled with a silty SAND (SM), as defined by the Unified Soil Classification System (USCS). The soil was moisture treated and compacted in lifts of 0.3m. PVC pipes installed in a diamond grid into the soil were used to inject polyurethane and acrylate resins. Dynamic cone penetrometer (DCP) tests were conducted on the polyurethane treated soils, the acrylate treated soils, and the baseline untreated soils in the container. Testing results will be correlated to SPTn and CBR values to evaluate increases in the soil strength parameters in the treated soils. Cored samples of polyurethane and acrylate treated soils will be tested in compression, shear, and triaxial. These laboratory test results will focus on material property gains for the treated soils, in comparison to standard values for similar soil types. Complete documentation of the soil type, compaction methods, injection methods, and testing performed have been documented and will be presented in the final paper.

By Amr Sallam, Ahmad Mohamed, Mohamed Alrowaimi

Renewable energy, in the form of wind and solar, has emerged as main source of energy in the modern society. The wind industry has substantially grown over the last two decades to become a key player in providing energy to public. Wind turbines are getting larger, taller, and more efficient every year. The foundation is a major component of the wind turbine system. The wind turbine foundation must provide short and long-term stability for the overall turbine to allow continuous and safe turbine operation for energy production. The turbine serviceability and stability requirements must be geotechnically and structurally satisfied. In North America, major foundation types currently utilized in the wind industry include gravity spread foundation, mono pier foundation, and pile foundation. In this case study, a Post Tensioned Pile Cap (PTPC) foundation was used to support a 3.15-3.4 Megawatt turbine with 125M Rotor supported on 87.5M-hub-height tower. Soil anchors in the form of Auger-Pressure-Grouted-Displacement (APGD) piles and Continuous Flight Auger (CFA) piles were utilized. Four distinct subsoil conditions were identified, and for which four pile designs were adapted. Due to the occasional encounter of stronger soils at 50 to 55 feet (15.2 to 16.7 m), shorter pile design was preferred. To satisfy the design uplift load, pile post grouting were utilized to increase the shaft capacity of the piles. In this paper, the pre-production pile load test program will be described. The pile load test procedure, analysis, and results will be presented. A discussion will be provided, which led to the selection of the optimum pile design to support the high tension loads taking into consideration pile length limitations.

By Bárbara Dornelas de Assis

Minérios de manganês são uma importante fonte de matéria-prima para a siderurgia. Desse modo, o desenvolvimento de trabalhos de caracterização para melhor compreensão da composição e o comportamento desses minérios é de suma importância. O presente trabalho teve como objetivo a caracterização física, química, mineralógica e a análise do comportamento de crepitação do produto granulado de minério de manganês de uma mina da região de Dom Silvério no estado de Minas Gerais. Cerca de 77% do produto granulado encontra-se entre 50 e 6,3mm. O minério de manganês é composto pelas fases minerais manganita, pirocroita, groutelita, birnessita, siderofilita e calcopirita. Os teores dos elementos majoritários Mn, Fe e SiO2 foram, respectivamente, 24,04%, 8,89% e 15,57%. A densidade estrutural da amostra é de 3,25 g/cm³ e sua área superficial, 6,8 m²/g. O ensaio de crepitação realizado mostrou que o índice desse fenômeno para a amostra com umidade natural é de 8,82% e se encontra próximo dos índices de crepitação de minérios de manganês atualmente comercializados no Brasil. A secagem da amostra não reduziu de forma significativa os índices de crepitação no minério.

Aug 17, 2017

By Martin Mcdermott, Kevin Tehansky, Robert Ross, Jeffrey Goodwin

A foundation value engineering redesign is a collaboration between the project owner, original design team, general contractor, foundation contractor and redesign team. Without the acceptance and collaborative effort of all the stakeholders, the redesign process is doomed to failure. For the addition at the Hackensack (New Jersey) University Medical Center (HUMC) we had just such a collaborative effort for the drilled shaft redesign. For a successful redesign effort, the collaboration between the foundation contractor and their redesign team needs to fully exploit the contractor’s specific equipment and experience and convey how to apply this to the project as a whole to ensure everyone is confident that the project design goals are being met. For the HUMC project, applied load testing of the drilled shafts (bi-directional and lateral) were used to provide ultimate geotechnical design values for the redesign effort. By utilizing the contractor’s preferred equipment and the redesign team’s testing and application expertise, the redesign collaboration was able to enhance a good design and make it into a great project.

By Larry Mirabelli, David Lilly

In 1777, the French naturalist, Georges Louis Leclerc, Compte de Buffon developed a statistical technique to estimate the width between two parallel lines by randomly throwing a needle at the two lines and counting the number of times the needle intersected one of the two lines. By knowing the length of the needle, the distance between the parallel lines could be estimated. This analysis was named the “Buffon’s Needle Problem”.

Jan 1, 2008

By Ahmed H. Bukhary, Naser A. Al-Shayea

The objective is to assess the overconservatism in the parameters used for designing offshore piles. Methodology includes analysis of shaft friction data obtained from more than five different locations in the Arabian Gulf, consisting of 40 piles to depths up to 86 m. Reports were collected for both the dynamic pile monitoring system (DMS) and their corresponding geotechnical reports based on the American Petroleum Institute (API). The values of shaft capacity for the sand layers were analysed by comparing those based on API to the corresponding DMS values. Results of the comparison of the data from these reports showed that the pile design parameters obtained using API guidelines is generally smaller than that measured by DMS. The difference is presented in terms of an overconservative factor (OCF) which is adjusted based on statistical nonparametric test performed on the two data sets. The adjusted OCF were found to be 1.79 and 2.00 for carbonate sand at (loose to medium dense) and (dense to very dense) conditions, respectively. The corresponding values for silica sand were only 1.2 and 1.06. In conclusion, based on the evaluation conducted for data from these reports, the API shaft friction is overconservative for carbonate sand. The API shaft friction for piles in sand can be increased by multiplying it by the adjusted OCF.

By Claude Bodeving

The present steel economy drastically increases the financial strain on blast furnace operators. As a consequence, the importance of reliable cast floor operations is increasing drastically, which has a direct influence on the required clay mass and tapping equipment performances. When using modern high performance clay masses, pneumatic taphole drilling machines quickly reach their performance limits, which has made fully hydraulic drill hammers a standard in modern cast house operation. Besides the well-established hydraulic TMT hammers with high impact energy, an alternative version with lower impact energy, but high impact frequency was developed by TMT in the past, in order to achieve improved taphole protection. TMT’s recent research has shown that the drilling requirements inflicted by the taphole condition change over the taphole length, which has triggered the development of a new hammer, capable of switching between a high impact frequency mode and a high impact energy mode.

Aug 17, 2017

By Neussias Inocêncio Henrique

O processo de coqueificação em uma Coqueria do tipo Heat Recovery é baseado na queima da matéria volátil presente no carvão, principal combustível para aquecimento dos fornos. A Combustão dos gases tem que ocorre dentro da câmara primaria (interior do forno) e na câmara secundaria (Sole Flue). Devido a algumas interferências no processo de coqueificação não ocorre a queima completa dos gases no forno e com isso a combustão terciária ocorre nos coletores de gases (equipamento destinado apenas para transporte dos gases de combustão). Com a queima dos gases nos coletores temos o aumento de temperatura no interior do duto e como a estrutura refratária não foi projetada para suportar esse limite máximo de temperatura acontece a contração e posteriormente colapso do refratário causando perdas em todo o processo. Os principais benefícios após a aplicação dessa técnica é a redução no tempo de reparo, aumento do rendimento de aplicação da massa refratária e prolongamento na vida útil desse equipamento.

Aug 17, 2017

By Ryan Sullivan, Lisa Smiley, Jewels Stover

The Westerly Storage Tunnel (WST) Project is part of Project Clean lake, the North East Ohio Regional Sewer Dist years. When completed in 2020, WST will be nearly 2 miles of 25-ft diameter tunnel 200-250 ft below ground. The storage tunnel will manage higher flow volumes, keeping stormwater out of the combined sewer system reducing overflow occurrences. Three deep shafts provide access to the tunnel at the tunnel boring machine (TBM) launch and retrieval sites, as well as a vent shaft. Support of excavation for the access shafts was constructed utilizing unreinforced concrete diaphragm walls. This innovative, value-engineered alternate design significantly reduced risks associated with conventional secant piles combined with a rib and liner plate system. Implementation of the diaphragm wall technology resulted in a water tight, continuous shaft keyed into rock. This case study examines the design, methodology, and installation challenges unique to each shaft, as well as the benefits of the final product to the overall project.