F
Francesco Focacci
Researcher at Università degli Studi eCampus
Publications - 59
Citations - 2728
Francesco Focacci is an academic researcher from Università degli Studi eCampus. The author has contributed to research in topics: Masonry & Fibre-reinforced plastic. The author has an hindex of 24, co-authored 53 publications receiving 2276 citations. Previous affiliations of Francesco Focacci include Università Iuav di Venezia & University of Florence.
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Flexural Strengthening of RC Beams with Cement-Based Composites
TL;DR: In this article, the effectiveness of fiber-reinforced cementitious matrix (FRCM) materials for the strengthening of reinforced concrete (RC) beams is experimentally investigated.
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Experimental analysis on bond between PBO-FRCM strengthening materials and concrete
TL;DR: In this article, the effectiveness of externally bonded strengthening for reinforced concrete (RC) elements strongly depends on the bond between the strengthening material and the concrete and on the mechanical properties of the concrete cover.
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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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Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry
TL;DR: In this paper, the carbon-firm reinforced cementitious matrix (FRCM) materials made out of a carbon net embedded in a cement-based matrix and the masonry is experimentally and analytically investigated.
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Local bond-slip relationship for frp reinforcement in concrete
TL;DR: In this paper, the authors define a rigorous numerical method to calibrate parameters of a given local bond-slip relationship using experimental results of pullout tests, taking into account the distribution of the slip and bond shear stress throughout the bar.