PSI - Issue 47

Francesco Ascione et al. / Procedia Structural Integrity 47 (2023) 460–468 Author name / Structural Integrity Procedia 00 (2019) 000–000

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behavior between concrete and FRP system. The numerical results, obtained by performing standard tests on plain concrete elements and an RC concrete beam both retrofitted with nano-enhanced FRP plate, are in good agreement with the experimental outcomes highlighting the good numerical capabilities of the proposed model to analyze such kinds of structures improved with the incorporation of nanomaterials. Acknowledgments The authors gratefully acknowledge the financial support of the Italian Ministry of University and Research (MUR), Research Grant PRIN 2020 No. 2020EBLPLS on “Opportunities and challenges of nanotechnology in advanced and green construction materials. References Ammendolea, D., Greco, F., Leonetti, L., Lonetti, P., Pascuzzo, A., 2023. A Numerical Failure Analysis of Nano-Filled Ultra-High-Performance Fiber-Reinforced Concrete Structures via a Moving Mesh Approach. 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