PSI - Issue 33

Umberto De Maio et al. / Procedia Structural Integrity 33 (2021) 954–965 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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As future perspectives of this work, these two models could be further compared to predict highly nonlinear complex damage phenomena involving strengthened concrete beams (De Maio et al., 2020b) and structural elements of arch bridges (Lonetti and Pascuzzo, 2020, 2016). Acknowledgements Fabrizio Greco and Paolo Nevone Blasi gratefully acknowledge financial support from the Italian Ministry of Education, University and Research (MIUR) under the P.R.I.N. 2017 National Grant “Multiscale Innovative Materials and Structures” (Project Code 2017J4EAYB; University of Calabria Research Unit). Lorenzo Leonetti gratefully acknowledge financial support from the Italian Ministry of Education, University and Research (MIUR) under the National Grant “PON R&I 2014 - 2020, Attraction and International Mobility (AIM)”, Project n° AIM1810287, University of Ca labria” References Ammendolea, D., Greco, F., Lonetti, P., Luciano, R., Pascuzzo, A., 2021. 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