Publications by authors named "Alessandro P Fantilli"

Three series of tests performed on fibre-reinforced gypsum composites are described herein. Sheep wool fibres and hemp fibres were used as reinforcement. The aim was to evaluate the capability of these biomaterials to enhance the fracture toughness of the gypsum matrix.

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The environmental impact of the Portland cement production and the large use of cement-based building materials is a growing problem [...

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To study the brittle/ductile behavior of concrete beams reinforced with low amounts of rebar and fibers, a new multi-scale model is presented. It is used to predict the flexural response of an ideal Hybrid Reinforced Concrete (HRC) beam in bending, and it is validated with the results of a specific experimental campaign, and some tests available in the technical literature. Both the numerical and the experimental measurements define a linear relationship between the amount of reinforcement and the Ductility Index (DI).

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In this paper, an overview of the latest research activities in the field of cement-based composites incorporating sheep wool reinforcement is presented. First, the characteristics of this type of natural fibre are described. Then, the current use of sheep wool fibres in cement-based composites is discussed.

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Article Synopsis
  • Ultra-High Performance Fibre-Reinforced Cementitious Composites (UHP-FRCC) are strong, durable, and ductile materials used for repairing and strengthening old structures.
  • These composites typically contain high amounts of cement, which raises initial costs and environmental concerns.
  • By substituting about 50% of cement with fly ash in UHP-FRCC jackets used for retrofitting, it's possible to reduce environmental impact while maintaining mechanical performance.
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If supplementary cementitious materials (SCMs) are used as binders, the environmental impact produced by cement-based composites can be reduced. Following the substitution strategy to increase sustainability, several studies have been carried out with the aim of measuring the mechanical properties of different concrete systems, in which a portion of Portland cement was substituted with SCMs, such as fly ashes. On the other hand, studies on the structural behavior of reinforced concrete (RC) elements made with SCMs are very scarce.

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