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Flexural capacity of eco-friendly reinforced concrete beams
In the construction industry, concrete is the most utilized building material. It is produced from different natural resources such as sand and gravel, as well as cement. The production of concrete is causing harm to the environment, yet its use became a necessity. To solve this humongous environmen...
Autores principales: | , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2023
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10656508/ https://www.ncbi.nlm.nih.gov/pubmed/37978199 http://dx.doi.org/10.1038/s41598-023-47283-6 |
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author | Gerges, Nagib N. Issa, Camille A. Khalil, Nariman J. Abdul Khalek, Lara Abdo, Serge Abdulwahab, Yehia |
author_facet | Gerges, Nagib N. Issa, Camille A. Khalil, Nariman J. Abdul Khalek, Lara Abdo, Serge Abdulwahab, Yehia |
author_sort | Gerges, Nagib N. |
collection | PubMed |
description | In the construction industry, concrete is the most utilized building material. It is produced from different natural resources such as sand and gravel, as well as cement. The production of concrete is causing harm to the environment, yet its use became a necessity. To solve this humongous environmental challenge, many researchers devoted a considerable effort to partially replacing concrete mix components with waste material derived from glass, plastics, aluminum, wood ash, construction and demolition wastes, or tires. In the current study, a novel effort was conducted to incorporate all the above-mentioned wastes in a concrete mix design and to assess its performance. Five recycled mix designs were explored and based on the concrete mechanical properties derived, an optimum mix was realized. The optimum mix incorporated the following waste percentages: 2% crumb rubber (CR) partially replacing sand, 20% powdered glass (PG) partially replacing sand, 50% recycled concrete aggregates (RCA) partially replacing coarse aggregates, and the addition of 0.5% plastic. The optimum recycled mix was utilized to cast a real-life-size reinforced concrete beam which was compared to a normal mix beam. |
format | Online Article Text |
id | pubmed-10656508 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2023 |
publisher | Nature Publishing Group UK |
record_format | MEDLINE/PubMed |
spelling | pubmed-106565082023-11-17 Flexural capacity of eco-friendly reinforced concrete beams Gerges, Nagib N. Issa, Camille A. Khalil, Nariman J. Abdul Khalek, Lara Abdo, Serge Abdulwahab, Yehia Sci Rep Article In the construction industry, concrete is the most utilized building material. It is produced from different natural resources such as sand and gravel, as well as cement. The production of concrete is causing harm to the environment, yet its use became a necessity. To solve this humongous environmental challenge, many researchers devoted a considerable effort to partially replacing concrete mix components with waste material derived from glass, plastics, aluminum, wood ash, construction and demolition wastes, or tires. In the current study, a novel effort was conducted to incorporate all the above-mentioned wastes in a concrete mix design and to assess its performance. Five recycled mix designs were explored and based on the concrete mechanical properties derived, an optimum mix was realized. The optimum mix incorporated the following waste percentages: 2% crumb rubber (CR) partially replacing sand, 20% powdered glass (PG) partially replacing sand, 50% recycled concrete aggregates (RCA) partially replacing coarse aggregates, and the addition of 0.5% plastic. The optimum recycled mix was utilized to cast a real-life-size reinforced concrete beam which was compared to a normal mix beam. Nature Publishing Group UK 2023-11-17 /pmc/articles/PMC10656508/ /pubmed/37978199 http://dx.doi.org/10.1038/s41598-023-47283-6 Text en © The Author(s) 2023 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) . |
spellingShingle | Article Gerges, Nagib N. Issa, Camille A. Khalil, Nariman J. Abdul Khalek, Lara Abdo, Serge Abdulwahab, Yehia Flexural capacity of eco-friendly reinforced concrete beams |
title | Flexural capacity of eco-friendly reinforced concrete beams |
title_full | Flexural capacity of eco-friendly reinforced concrete beams |
title_fullStr | Flexural capacity of eco-friendly reinforced concrete beams |
title_full_unstemmed | Flexural capacity of eco-friendly reinforced concrete beams |
title_short | Flexural capacity of eco-friendly reinforced concrete beams |
title_sort | flexural capacity of eco-friendly reinforced concrete beams |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10656508/ https://www.ncbi.nlm.nih.gov/pubmed/37978199 http://dx.doi.org/10.1038/s41598-023-47283-6 |
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