Compressive study on recycled concrete: experiment and numerical homogenization modelling
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 mec...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Gruppo Italiano Frattura
2024-01-01
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| Series: | Frattura ed Integrità Strutturale |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/4480/3902 |
| _version_ | 1797364881161191424 |
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| author | Fellah Djamel Barboura Salma Tilmatine Thileli Benyahi Karim Li Jia Bouafia Youcef |
| author_facet | Fellah Djamel Barboura Salma Tilmatine Thileli Benyahi Karim Li Jia Bouafia Youcef |
| author_sort | Fellah Djamel |
| collection | DOAJ |
| description | 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 |
| first_indexed | 2024-03-08T16:41:26Z |
| format | Article |
| id | doaj.art-b77e6a1e10c740299dc0d9fa22c72914 |
| institution | Directory Open Access Journal |
| issn | 1971-8993 |
| language | English |
| last_indexed | 2024-03-08T16:41:26Z |
| publishDate | 2024-01-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Frattura ed Integrità Strutturale |
| spelling | doaj.art-b77e6a1e10c740299dc0d9fa22c729142024-01-05T10:06:31ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932024-01-011867587910.3221/IGF-ESIS.67.0510.3221/IGF-ESIS.67.05Compressive study on recycled concrete: experiment and numerical homogenization modellingFellah DjamelBarboura SalmaTilmatine ThileliBenyahi KarimLi JiaBouafia YoucefThis 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 structureshttps://www.fracturae.com/index.php/fis/article/view/4480/3902recycled concretesecant homogenizationnonlinear modellingdamage parameter |
| spellingShingle | Fellah Djamel Barboura Salma Tilmatine Thileli Benyahi Karim Li Jia Bouafia Youcef Compressive study on recycled concrete: experiment and numerical homogenization modelling Frattura ed Integrità Strutturale recycled concrete secant homogenization nonlinear modelling damage parameter |
| title | Compressive study on recycled concrete: experiment and numerical homogenization modelling |
| title_full | Compressive study on recycled concrete: experiment and numerical homogenization modelling |
| title_fullStr | Compressive study on recycled concrete: experiment and numerical homogenization modelling |
| title_full_unstemmed | Compressive study on recycled concrete: experiment and numerical homogenization modelling |
| title_short | Compressive study on recycled concrete: experiment and numerical homogenization modelling |
| title_sort | compressive study on recycled concrete experiment and numerical homogenization modelling |
| topic | recycled concrete secant homogenization nonlinear modelling damage parameter |
| url | https://www.fracturae.com/index.php/fis/article/view/4480/3902 |
| work_keys_str_mv | AT fellahdjamel compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling AT barbourasalma compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling AT tilmatinethileli compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling AT benyahikarim compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling AT lijia compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling AT bouafiayoucef compressivestudyonrecycledconcreteexperimentandnumericalhomogenizationmodelling |