Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 18, No. 67 (2024)

Compressive study on recycled concrete: experiment and numerical homogenization modelling

Author and affiliation details
  • Djamel Fellah University of Tizi ouzou, Algeria
  • Salma Barboura University of Sorbonne Paris North, France
  • Thileli Tilmatine University of Sorbonne Paris North, France
  • Karim Benyahi Corresponding author University of Tizi ouzou, Algeria karim.benyahi@ummto.dz
  • Mohand Said Kachi University of Tizi ouzou, Algeria
  • Jia Li University of Sorbonne Paris North, France University of Tizi ouzou, Algeria
  • Youcef Bouafia University of Sorbonne Paris North, France University of Tizi ouzou, Algeria
DOI
10.3221/IGF-ESIS.67.05
Pages
58-79
Published
Licence
CC BY 4.0
Published inVol. 18, No. 67 (2024)Go to the issue

Abstract

This paper describes a study of recycled concrete under compressive loads. The study was conducted in two main parts. In the first part, experimental tests were carried out on concrete samples with varying levels of substitution (25%, 50%, and 75%) with recycled aggregate in order to measure the mechanical properties of the recycled concrete. In the second part of the study, a nonlinear homogenization model was developed on the basis of a classical secant approach to predict the behavior of recycled concrete. In this model, we assume that the behavior of the mortar phase, the concrete, and the recycled aggregates follow Mazars damage law. Comparison with the experimental data shows that the proposed homogenization model is accurate and efficient in predicting the correct nonlinear behavior of the recycled concrete. By better understanding the properties and behavior of recycled concrete, it will be possible to develop more effective methods for incorporating recycled materials into concrete structures.

Keywords

Article history

  1. ReceivedUntil the next stage: 65 days
  2. RevisedUntil the next stage: 1 day
  3. AcceptedUntil the next stage: 56 days
  4. Published

How to cite

APA

Fellah, D., Barboura, S., Tilmatine, T., Benyahi, K., Kachi, M. S., Li, J., & Bouafia, Y. (2023). Compressive study on recycled concrete: experiment and numerical homogenization modelling. Fracture and Structural Integrity, 18(67), 58–79. https://doi.org/10.3221/IGF-ESIS.67.05

IEEE

D. Fellah et al., “Compressive study on recycled concrete: experiment and numerical homogenization modelling,” Fracture and Structural Integrity, vol. 18, no. 67, pp. 58–79, 2023, doi: 10.3221/IGF-ESIS.67.05.

MLA

Fellah, Djamel, et al. “Compressive study on recycled concrete: experiment and numerical homogenization modelling.” Fracture and Structural Integrity, vol. 18, no. 67, 2023, pp. 58–79. https://doi.org/10.3221/IGF-ESIS.67.05.

Chicago

Fellah, Djamel, Salma Barboura, Thileli Tilmatine, Karim Benyahi, Mohand Said Kachi, Jia Li, and Youcef Bouafia. 2023. “Compressive study on recycled concrete: experiment and numerical homogenization modelling.” Fracture and Structural Integrity 18 (67): 58–79. https://doi.org/10.3221/IGF-ESIS.67.05.

Harvard

Fellah, D., Barboura, S., Tilmatine, T., Benyahi, K., Kachi, M.S., Li, J. and Bouafia, Y. (2023) ‘Compressive study on recycled concrete: experiment and numerical homogenization modelling’, Fracture and Structural Integrity, 18(67), pp. 58–79. doi: 10.3221/IGF-ESIS.67.05.

Vancouver

Fellah D, Barboura S, Tilmatine T, Benyahi K, Kachi MS, Li J, et al. Compressive study on recycled concrete: experiment and numerical homogenization modelling. Fracture and Structural Integrity. 2023;18(67):58-79. doi:10.3221/IGF-ESIS.67.05

BibTeX

@article{fellah2023, author = {Fellah, Djamel and Barboura, Salma and Tilmatine, Thileli and Benyahi, Karim and Kachi, Mohand Said and Li, Jia and Bouafia, Youcef}, title = {Compressive study on recycled concrete: experiment and numerical homogenization modelling}, journal = {Fracture and Structural Integrity}, year = {2023}, volume = {18}, number = {67}, pages = {58--79}, doi = {10.3221/IGF-ESIS.67.05}, url = {https://doi.org/10.3221/IGF-ESIS.67.05}, issn = {1971-8993} }

RIS

TY - JOUR AU - Fellah, Djamel AU - Barboura, Salma AU - Tilmatine, Thileli AU - Benyahi, Karim AU - Kachi, Mohand Said AU - Li, Jia AU - Bouafia, Youcef TI - Compressive study on recycled concrete: experiment and numerical homogenization modelling JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2023 DA - 2023/12/17 VL - 18 IS - 67 SP - 58 EP - 79 DO - 10.3221/IGF-ESIS.67.05 UR - https://doi.org/10.3221/IGF-ESIS.67.05 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2023 Karim Benyahi, Djamel Fellah, Salma Barboura, Thileli Tilmatine, Mohand Said Kachi, Jia Li, Youcef Bouafia.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.

Similar articles

Most read articles by the same author(s)