Steel Fibers Reinforced Concrete
Mostrando 13-24 de 34 artigos, teses e dissertações.
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13. Prediction of combined effects of fibers and nanosilica on the mechanical properties of self-compacting concrete using artificial neural network
In this research, the combined effect of nano-silica particles and three fiber types (steel, polypropylene and glass) on the mechanical properties (compressive, tensile and flexural strength) of reinforced self-compacting concrete(SCC) is evaluated. For this purpose, 70 mixtures in A, B, C, D, E, F and G series representing 0, 1, 2, 3, 4, 5 and 6 percent of
Lat. Am. j. solids struct.. Publicado em: 2014
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14. Compression specific toughness of normal strength steel fiber reinforced concrete (NSSFRC) and high strength steel fiber reinforced concrete (HSSFRC)
Compression toughness tests were carried out on concrete cylinders reinforced with three different aspect ratios of hooked-end steel fibers 60, 75, and 83 and six different percentages of steel fibers 0.5, 1.0, 1.25, 1.5, 1.75, and 2.0% by volume of concrete. The w/c ratio used for the normal strength steel fiber reinforced concrete mixes (NSSFRC) was 0.55,
Materials Research. Publicado em: 03/06/2011
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15. Stress-strain curves for steel fiber-reinforced concrete in compression
This paper presents a study on the compressive behavior of steel fiber-reinforced concrete. In this study, an analytical model for stress-strain curve for steel fiber-reinforced concrete is derived for concretes with strengths of 40 MPa and 60 MPa at the age of 28 days. Those concretes were reinforced with steel fibers with hooked ends 35 mm long and with as
Matéria (Rio de Janeiro). Publicado em: 2010
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16. Estudo da aderência entre concreto e armadura: análise da influência das fibras de aço / Study of adhesion between concrete and reinforcement: influence of steel fibers
Bond between steel bars and concrete allows the use of reinforced concrete as a construction material. If the bond is appropriate, the cracks will be as little as possible, so the reinforcing bar will be protected by the surrounded concrete. Therefore, the aim of this research was to analyse the influence of steel fiber on mechanical properties of concrete a
Publicado em: 2010
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17. Correlating slump, slump flow, vebe and flow tests to rheological parameters of high-performance concrete
Conventional single-point workability tests continue to be used for specification and quality control of concrete despite their inherent limitations. These tests cannot characterize workability of concrete in terms of fundamental rheological parameters. Attempt has therefore been made to correlate slump, slump flow, slump flow time, percent flow and Vebe tim
Materials Research. Publicado em: 2009-03
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18. Avaliação do comportamento de vigas de concreto auto-adensável reforçado com fibras de aço. / Evaluation of the behavior of self-compacting concrete beams reinforced with steel fibers.
O concreto auto-adensável (CAA) vem se caracterizando como uma grande evolução na tecnologia do concreto, sendo capaz de preencher todos os espaços vazios da fôrma e adensar-se apenas pela ação de seu peso próprio. Se ao CAA adicionam-se fibras de aço, sem prejuízo de suas propriedades no estado fresco, novas vantagens e possibilidades de aplicaç�
Publicado em: 2009
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19. Estudo experimental de consolos de concreto com fibras moldados em etapas distintas dos pilares / Experimental research of reinforced fiber concrete corbels shaped in distinct stage to the column
The industrial production of traditional corbel presents some difficulties due to the great quantity of reinforcement in a small space. Beyond the main bars, it is generally used vertical and horizontal stirrups. This experimental study proposes a corbel shaped in the prior stage to the column, with the reinforcement and surfaces prepared to the later connec
Publicado em: 2009
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20. Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura / Creep analysis of steel fiber reinforced concrete based on beam tests and fracture mechanics concepts
Despite of the well known advantages of steel fiber addition to concrete (SFRC), especially the toughness improvement, only a few number of studies has been developed about creep on these composites. The main purpose of this research is to investigate the feasibility and inherent difficulties related to a particular creep evaluation method. This method is ba
Publicado em: 2008
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21. Reforço à flexão de vigas de concreto armado com manta de polímero reforçado com fibras de carbono (PRFC) aderido a substrato de transição constituído por compósito cimentício de alto desempenho / Flexural strengthening of reinforced concrete beams with carbon fibers reinforced polymer (CFRP) sheet bonded to a transition layer of high performance cement-based composite
A técnica caracterizada pela colagem de polímeros reforçados com fibras de carbono (PRFC) em elementos estruturais de concreto vem sendo aplicada com sucesso no reforço de estruturas em todo o mundo. Resistência à corrosão, elevada resistência à tração, baixo peso, facilidade e rapidez de aplicação, são algumas das características interessante
Publicado em: 2007
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22. Cruzetas de polímeros reciclados: caracterização dos materiais, análise numérica e ensaios de modelos reduzidos / Recycled polymer crossarms: characterization of the materials, numerical analysis and tests in reduced models
Nowadays, wood is still the most used material in crossarms of aerial power distribution lines in Brazil. However, it has caused problems to power utilities concerning (i) degradation due to defects and attacks of fungi and insects, (II) higher operational costs to replace damaged pieces and (III) environmental problems, as the raw material has become scarce
Publicado em: 2007
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23. Contribution for use of steel fiber reinforced concrete in restrained surface elements. / Contribuição para a aplicação do concreto reforçado com fibras de aço em elementos de superfície restringidos.
This work presents a study for crack prediction and use of steel fibers to crack control in concrete surface elements submitted to tension stress induced by restrained shrinkage. In this study, a method was developed where a certain steel fiber type could be quantified, as function of concrete matrix shrinkage potential and maximum crack width, determined fr
Publicado em: 2006
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24. Numerical simulation of fracture processes in concrete beams with conventional and steel fiber reinforcements, using the stress-crack opening relationship / Simulação numerica de processos de fratura em vigas de concreto armado e reforçado com fibras de aço, utilizando a curva tensão-abertura de fissura
This work addresses the study of fracture processes in concrete beams with conventional and steel fiber reinforcements, through numerical simulation with DIANA Finite Element Analysis code. The study include the research area of cementitious material composites, obtained from the addition of discrete and randomly oriented steel fibers to the concrete, and th
Publicado em: 2005