Universidade Estadual de Campinas - UNICAMP
URI Permanente desta comunidadehttps://repositorio.ufpa.br/handle/2011/8436
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Item Acesso aberto (Open Access) Análise da resistência a corrosão do aço carbono revestido com Al55-Zn após deformação mecânica e tratamento térmico(Universidade Estadual de Campinas, 2001-01-12) BESERRA, Antonio Adelmo Freire; FREIRE, Célia Marina de Alvarenga; http://lattes.cnpq.br/6392994144210466Analysis of the corrosion resistance of the 55AI-Zn coating on carbon steel after mechanical deformation and heat treatment The atmospheric corrosion resistance of 55%Al-Zn alloy coating on average is twelve times that of an equal thickness of galvanized coating. However, it has been shown that microcracks were observed at all levels of strain under simple uniaxial tension. Our research has been focused on determining the degree of corrosion experienced by these coatings after deformation under simple tension or bending and how much the heat treatment at '200 DEGREES' or '360 DEGREES' for 16h can influence the corrosion resistance of the coating. The coated sheet samples were strained to 10% or 15% engineering strain while another group of samples was bent to bend angles of '90 DEGREES' or '180 DEGREES'. The corrosion resistance of the samples was evaluated trhough Tafel extrapolation and electrochemical impedance spectroscopy methods. As a result, it was observed that both the straining and the bending of the coating reduces its corrosion resistance. After the heat treatment at '360 DEGREES' the samples strained to 10% or 15% recover their corrosion resistance, but the specimens bended to '90 DEGREES' or '180 DEGREES' recuperate only partially the corrosion resistance after the heat treatments.Item Acesso aberto (Open Access) Efeitos do tipo, tamanho e teor de agregado graudo na resistencia e energia de fratura do concreto(Universidade Estadual de Campinas, 2004-09-28) POMPEU NETO, Bernardo Borges; DUCATTI, Vitor Antonio; http://lattes.cnpq.br/4679656185466685; FERREIRA, Itamar; http://lattes.cnpq.br/9135346053526486This thesis presents the results of the experimental study carried out for considering the effects of the type, size and amount of coarse aggregate on the behavior of normal and high strength concretes, and on relationship among the fracture energy and typical mechanical strength of concrete. The experimental concrete mixtures were made with basalt and granite coarse aggregates having maximum size particle 9.5 mm e 19 mm and volumetrically fraction in the mixture ranging from 0.65 to 0.75. The water to cementation materiais ratio ranged from 0.35 to 0.50. The high strength concrete mixtures contained a fixed amount of 10 percent of silica fume in relation to the weight Portland cement used and a proper addition of superplasticizing agent. Sixteen (16) concrete batching, and one hundred and ninety two tests were carried out to measure the mechanical resistance of concrete (compressive strength, flexure strength, spittling tensile strength, modulus of elasticity) and fracture energy. The fracture properties measured in agreement of the RILEM test methods. The concrete compressive strength ranged from 40 to 60 MPa, and from 70 to 110 MPa, for moderate and high strength concretes, respectively, depending on the type of coarse aggregate utilized. The results showed that the concrete resistance (compressive, flexure, spittling tensile) and fracture energy, at given water to binder ratio, depend on type, particle dimension and content of coarse aggregate. The characteristic length of Hülerborg^ fictitions cracks model increases with the variation in the particle dimension of coarse aggregate.