Please use this identifier to cite or link to this item: http://repositorio.ufla.br/jspui/handle/1/32232
Title: Optimization of a hybrid-fiber-reinforced high-strength concrete
Keywords: Composite materials
Steel-fiber-reinforced concrete
Hybrid composites
Fracture resistance
Cementitious composites
Materiais compostos
Concreto reforçado com fibra de aço
Compósitos híbridos
Resistência à fratura
Compósitos cimentícios
Issue Date: Jul-2016
Publisher: Springer
Citation: FERREIRA, L. E. T.; HANAI, J. B. de; FERRARI, V. J. Optimization of a hybrid-fiber-reinforced high-strength concrete. Mechanics of Composite Materials, New York, v. 52, n. 3, p. 295-304, July 2016.
Abstract: The fracture performance of a high-strength concrete reinforced with steel fibers was studied. Tests of notched beams subjected to fracture in the three-point bend configuration were conducted in accordance with RILEM recommendations TC 162-TDF. The R-curve concepts based on load–CMOD responses and the RILEM criteria were used for the performance evaluation of concrete beams reinforced with steel fiber mixtures and loaded up to fracture. Steel fibers of different types (regular and microfibers), in different proportions were employed as the reinforcement. The hybrid-fiber-reinforced concrete demonstrated a superior performance regarding their resistance and toughness properties as a result of interaction between the fibers.
URI: https://link.springer.com/article/10.1007/s11029-016-9582-3
http://repositorio.ufla.br/jspui/handle/1/32232
Appears in Collections:DEG - Artigos publicados em periódicos

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