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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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Thermal effects on bond between frp rebars and concrete
Nestore Galati,Antonio Nanni,Lokeswarappa R. Dharani,Francesco Focacci,Maria Antonietta Aiello +4 more
TL;DR: In this paper, the analysis of the bond between FRP bars and concrete under thermal loads taking into account already available data on bond-slip relationships and thermal behavior was carried out on concrete specimens reinforced with a FRP bar.
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Near-Field Microwave Detection of Disbond in Carbon Fiber Reinforced Polymer Composites Used for Strengthening Cement-Based Structures and Disbond Repair Verification
TL;DR: In this article, the authors presented the experimental results of detecting disbonds in a specially prepared CFRP reinforced mortar sample using near-field microwave NDT techniques, as well as the preliminary results showing the capability of this technique for verifying repair quality.
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Design of RC Columns Using Glass FRP Reinforcement
TL;DR: In this article, the authors consider the problem of fiber-reinforced polymer (GFRP) reinforced concrete (RC) members subjected to simultaneous flexural and axial loads.
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Acoustic emission monitoring for assessment of prestressed concrete beams
TL;DR: In this paper, acoustic emission (AE) was used to monitor eight prestressed concrete (PC) T-shaped beams that were tested per the ACI 437 cyclic load test (CLT) method.
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Properties and potential for application of steel reinforced polymer and steel reinforced grout composites
TL;DR: In this paper, steel reinforced polymer (SRP) and steel reinforced grout (SRG) composites are considered for application in civil engineering for bridge and concrete buildings upgrade, which consist of steel cords formed by interwoven steel wires embedded within a polymer resin or cementitious grout matrix.