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Antonio Nanni
Researcher at University of Miami
Publications - 518
Citations - 19533
Antonio Nanni is an academic researcher from University of Miami. The author has contributed to research in topics: Fibre-reinforced plastic & Flexural strength. The author has an hindex of 62, co-authored 500 publications receiving 16867 citations. Previous affiliations of Antonio Nanni include Missouri University of Science and Technology & University of Minnesota.
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Shear Strengthening of a PC Bridge Girder with NSM CFRP Rectangular Bars
TL;DR: In this article, the use of carbon fiber reinforced polymer (CFRP) rectangular bars installed as near surface mounted (NSM) reinforcement for shear strengthening in conjunction with an externally bonded pre-cured CFRP laminate to increase the flexural capacity of a prestressed concrete (PC) bridge girder was presented.
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Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems
TL;DR: In this article, the authors presented the flexural strengthening of seven reinforced concrete (RC) beams with two carbon fiber reinforced polymers (CFRP) systems, and the results showed that use of anchor spikes in fabric strengthening increase ultimate strength, and mechanical fasteners can be an alternative to epoxy bonded precured lami.
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Effectiveness of Fabric-Reinforced Cementitious Matrix in Strengthening Reinforced Concrete Beams
TL;DR: In this paper, the efficiency of fabric-reinforced cementitious matrix (FRCM) in enhancing the flexural capacity and deformational characteristics of RC beams was reported.
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Fabric-reinforced cementitious matrix behavior at high-temperature: Experimental and numerical results
Jacopo Donnini,Francisco De Caso y Basalo,Valeria Corinaldesi,Giovanni Lancioni,Antonio Nanni +4 more
TL;DR: In this article, the authors evaluate the mechanical behavior under high-temperature conditions of fiber-reinforced polymer (FRP) systems, including carbon fabrics ranging from dry to highly-impregnated with an organic resin.
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RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite
TL;DR: In this paper, the behavior of reinforced concrete (RC) beams strengthened in shear with U-wraps made of FRCM is evaluated and an extensive experimental program was undertaken in order to understand and characterize this composite when used as a strengthening system.