Issue 67

D. Fellah et alii, Frattura ed Integrità Strutturale, 67 (2014) 58-79; DOI: 10.3221/IGF-ESIS.67.05

Compressive study on recycled concrete: experiment and numerical homogenization modelling

Fellah Djamel University of Tizi ouzou, Algeria Fellahdjamel92@gmail.com

Barboura Salma, Tilmatine Thileli University of Sorbonne Paris North, France salma.barboura@lspm.cnrs.fr, tilmatinethileli@gmail.com Benyahi Karim, Kachi Mohand Said University of Tizi ouzou, Algeria karim.benyahi@ummto.dz, https://orcid.org/0000-0003-2033-6217 kachi_ms@yahoo.fr Li Jia, Bouafia Youcef University of Sorbonne Paris North, France University of Tizi ouzou, Algeria jia.li@univ-paris13.fr, youcef.bouafia2012@yahoo.com

Citation: Fellah D., Barboura S., Tilmatine T., Benyahi K ., Kachi MS., Li J., Bouafia Y., Compressive study on recycled concrete: experiment and numerical homogenization modelling, Frattura ed Integrità Strutturale, 67 (2024) 58-79.

Received: 17.08.2023 Accepted: 22.10.2023 Online first: 28.10.2023 Published: 01.01.2024

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 . Recycled concrete, Secant homogenization, Nonlinear modelling, Damage parameter.

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