F
Francesco Micelli
Researcher at University of Salento
Publications - 96
Citations - 2630
Francesco Micelli is an academic researcher from University of Salento. The author has contributed to research in topics: Masonry & Fibre-reinforced plastic. The author has an hindex of 26, co-authored 90 publications receiving 2017 citations.
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Journal ArticleDOI
Durability of FRP rods for concrete structures
Francesco Micelli,Antonio Nanni +1 more
TL;DR: In this paper, the effects of accelerated aging on fiber-reinforced polymer (FRP) rods were investigated and the experimental data showed that resin properties may strongly influence the durability of FRP reinforcement.
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Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements
Francesca Giulia Carozzi,Alessandro Bellini,Tommaso D'Antino,Gianmarco de Felice,Francesco Focacci,Łukasz Hojdys,Luca Laghi,Emma Lanoye,Francesco Micelli,Matteo Panizza,Carlo Poggi +10 more
TL;DR: In this article, a Round Robin Test was organized by the RILEM Technical Committee 250-CSM and the Italian association Assocompositi in order to experimentally characterize different FRCM systems composed of PBO, carbon, glass, basalt, aramid and steel textiles embedded in cementitious or lime based mortars.
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Round Robin Test for composite-to-brick shear bond characterization
Maria Rosa Valluzzi,Daniel V. Oliveira,Angelo Caratelli,Giulio Castori,Marco Corradi,Gianmarco de Felice,Enrico Garbin,David García,Leire Garmendia,Ernesto Grande,Ugo Ianniruberto,Arkadiusz Kwiecień,Marianovella Leone,Gian Piero Lignola,Paulo B. Lourenço,Marialaura Malena,Francesco Micelli,Matteo Panizza,Catherine G. Papanicolaou,Andrea Prota,Elio Sacco,Thanasis Triantafillou,A. Viskovic,Bogusław Zając,Gina Zuccarino +24 more
TL;DR: In this paper, the authors present the experience of a working group within the RILEM Technical Committee 223-MSC "Masonry Strengthening with Composite materials" aimed at developing a standardized, reliable procedure for characterizing the bonding mechanism of masonry elements strengthened with composite materials under shear actions.
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An Artificial Neural Networks model for the prediction of the compressive strength of FRP-confined concrete circular columns
TL;DR: In this paper, an analytical model based on Artificial Neural Networks (ANNs) is proposed to predict the strength of FRP-confined concrete, which is adapted for the design of FRM-confining concrete and guarantees an improved accuracy with respect the available competitors.
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Fiber-reinforced concrete with low content of recycled steel fiber: Shear behaviour
Marianovella Leone,Giuseppe Centonze,Daniele Colonna,Francesco Micelli,Maria Antonietta Aiello +4 more
TL;DR: In this article, the mechanical properties of recycled steel fiber-reinforced concrete in terms of workability, compressive and tensile strength, toughness and shear behaviour are analyzed and compared with those of industrial steel fiber reinforced concrete and ordinary Portland concrete.