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Navegando por Assunto "Microstructure"

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    Análise mecânica e microestrutural da interação do bambu com o concreto
    (Universidade Federal do Pará, 2018-04-03) SALGADO NETO, Francisco de Souza; PICANÇO, Marcelo de Souza; http://lattes.cnpq.br/4535052395600357
    Several materials have been used in construction, steel and concrete being the most used. However, such materials present high production costs and generate great impacts to the environment. The purpose of this research is to analyze the interaction between concrete and bamboo of the species Dendrocalamus giganteus as well as to verify the potential of the annealed wire as a reinforcement of bond between the above-mentioned materials, justified by the search for alternative and renewable materials concomitantly with the defense of sustainability. The experimental schedule is divided into 3 stages: morphological, physical and mechanical characterization of bamboo; concrete dosing; and study of bamboo concrete interaction, analyzing the use of two types of wrapping wire on the bamboo surface as a mechanism of bond reinforcement: single spiral and double spiral, from the determination of the bond strength at 28 days for each case, of the load x displacement behavior and the microstructural analysis of the concrete bamboo interaction. The fixed factors were: compressive strength of the concrete (28 MPa), 200 mm is the length of bonded interface, bamboo sticks with rectangular section of 20 mm x 10 mm. All the results obtained were analyzed by statistical tests and it was verified that the presence of the node and the use of wire increases the bond strength by 42% and at least 25%, respectively.
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    Caracterização microestrutural e de propriedades mecânicas de soldas do aço ASTM A 131 pelos processos FCAW convencional e com adição de arame frio
    (Universidade Federal do Pará, 2011-09-23) RODRIGUES, Lino Alberto Soares; BRAGA, Eduardo de Magalhães; http://lattes.cnpq.br/4783553888547500
    The work presented here show comparatively mechanical properties and microstructure of weld metals employing two welding techniques, an already disseminated, FCAW (arc welding with cored wire) and the other is innovative, FCAW-AF (arc welding with Adding Tubular Wire with a cold wire is not energized) at three levels of speed 6, 8 and 10 m / min. In this process two diameters of the cold wire 0.8 and 1.0 mm were used. The base metal used was a naval steel ASTM 131 grade A (low carbon) in geometry of plates 150 mm x 300 mm x 9.5 mm, applied to V-groove (Bisel of 22.5°) with angle 45° summed, with mild opening of root of 2.4 mm. The weld used was top type with the application of two passes, one root pass and the pass of finish (or filling). In order to establish of weld conditions 5 types of destructive were carried out: face transverse bend, tension, impact test (Charpy notched type V), microhardness and metallographic test. In addition to the non-destructive analysis visual and penetrating liquid. In general, the results for the process FCAW-CW, show themselves compatibles, regarding the process FCAW conventional, but some results showed smaller values of mechanical property. This fact much probably happened due the presence of discontinuities in the welded joint FCAW-CW. The microstructural characterization presented similar results to FCAW-CW and FCAW conventional for all energy levels studied.
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    Concreto com utilização de agregado graúdo sintético produzido a partir da lama vermelha: estudos de dosagem, propriedades e microestrutura
    (Universidade Federal do Pará, 2013-08-13) ROSÁRIO, Kátia Alrelhia do; MACEDO, Alcebíades Negrão; http://lattes.cnpq.br/8313864897400179
    Currently sustainability issues have gained prominence on the world stage in various sectors of society. Several researchers (LIMA, 2006; Hildebrand, 1998; SOUZA, J., 2010, ROSSI, 2009, etc..) Have tried to propose an interaction between the construction industry and those who engage in mineral production and processing, such as the beneficiation of bauxite. In this context, finding viability for the recovery of waste generated in large quantities and no use would contribute to the preservation of the environment, insofar as it would reduce consumption of resources from natural sources and increase the supply of inputs in construction market. This work is discussed the feasibility of producing a concrete, it has characteristics which renders itself to use as raw material in the construction industry, by using an synthetic aggregate obtained from the red mud (bauxite waste improvement) . According to the experimental program to be executed, the aggregates and the concrete produced will have their properties analyzed in order to study the production process and measurement respectively. Aggregates are analyzes of: porosity, water absorption, bulk density and Los Angeles abrasion and concrete, workability, density in fresh and hardened, compressive strength, tensile strength by diametrical compression, tensile bending, water absorption and elastic modulus. It is noteworthy that significant importance is given to the transition zone paste / aggregate, by analysis of the microstructure of concrete produced. Analysis is performed by means of tests: Mercury intrusion porosimetry (MIP) and Scanning Electron Microscopy (SEM). The results of the analyzes of the synthetic aggregates and concrete produced satisfactory results, showing that they have potential for use in the construction industry.
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    Effect of the T6 Heat Treatment on Microhardness of a Directionally Solidified Aluminum-Based 319 Alloy
    (Universidade Federal do Pará, 2017-11) MAGNO, Igor Alexsander Barbosa; SOUZA, Fabricio Vinicius Andrade de; BARROS, André dos Santos; COSTA, Marlo Oliveira; NASCIMENTO, Jacson Malcher; COSTA, Thiago Antônio Paixão de Sousa; ROCHA, Otávio Fernandes Lima da
    Aluminum alloys of the ANSI series 319 present Si and Cu as the main alloying elements and the mechanical strength of these alloys can be improved by the precipitation of the metastable Al2Cu phase during the ageing heat treatment. In this paper, the Al-5.5wt.%Si-3wt.%Cu alloy was elaborated and solidified in a water-cooled horizontal directional solidification device. The as-cast ingot was subjected to the precipitation hardening heat treatment (T6 heat treatment), which consisted of: solution for 5 h at 490°C±2°C, followed by quenching in water at 60°C±2°C and ageing for 3 h at 155°C±2°C, and cooling-air. Secondary dendrite arm spacing (λ2) measurements were carried out before and after T6 heat treatment. The mechanical strength of the alloy was investigated by the microhardness test. It has been found that the heat treatment did not influence the λ2 values, however, highest HV values have been observed for the heat-treated samples.
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