Issue 68

U. De Maio et alii, Frattura ed Integrità Strutturale, 68 (2024) 422-439; DOI: 10.3221/IGF-ESIS.68.28

Degradation analysis of dynamic properties for plain concrete structures under mixed-mode fracture conditions via an improved cohesive crack approach

Umberto De Maio, Daniele Gaetano, Fabrizio Greco Department of Civil Engineering, University of Calabria, 87036 Rende (Italy) umberto.demaio@unical.it, https://orcid.org/0000-0002-7363-0738 daniele.gaetano@unical.it, https://orcid.org/0000-0002-3857-8540 fabrizio.greco@unical.it, https://orcid.org/0000-0001-9423-4964 Raimondo Luciano Department of Engineering, Parthenope University of Naples, 80133 Napoli (Italy) raimondo.luciano@uniparthenope.it Andrea Pranno Department of Civil Engineering, University of Calabria, 87036 Rende (Italy) andrea.pranno@unical.it, https://orcid.org/0000-0002-6925-2949

Citation: De Maio, U., Gaetano, D., Greco, F., Luciano, R., Pranno, A., Degradation analysis of dynamic properties for plain concrete structures under mixed-mode fracture conditions via an improved cohesive crack approach, Frattura ed Integrità Strutturale, 68 (2024) 422-439.

Received: 02.03.2024 Accepted: 21.03.2024 Published: 26.03.2024 Issue: 04.2024

Copyright: © 2024 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

K EYWORDS . Structural health monitoring, Concrete structures, Static and dynamic structural response, Cohesive zone model.

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