Cargando…
Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber
To improve the deformation performance of recycled concrete with tailings (TRC), its carbonization characteristics and deterioration mechanism with different polypropylene fiber content were analyzed macroscopically and microscopically. The results showed that the fiber had little effect on the comp...
Autores principales: | , , , , , |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9321805/ https://www.ncbi.nlm.nih.gov/pubmed/35890534 http://dx.doi.org/10.3390/polym14142758 |
_version_ | 1784756138370138112 |
---|---|
author | Li, Tao Zhan, Meng Chen, Xiuyun Xu, Fan Wang, Sheliang Liu, Xinxin |
author_facet | Li, Tao Zhan, Meng Chen, Xiuyun Xu, Fan Wang, Sheliang Liu, Xinxin |
author_sort | Li, Tao |
collection | PubMed |
description | To improve the deformation performance of recycled concrete with tailings (TRC), its carbonization characteristics and deterioration mechanism with different polypropylene fiber content were analyzed macroscopically and microscopically. The results showed that the fiber had little effect on the compressive strength, which increased first and then decreased, with the optimum content being 0.6%. The splitting tensile strength first increased and then tended to be stable, with the optimum dosage ranging from 0.6% to 0.9%. The more the content, the higher the peak strain and the lower the elastic modulus. The rising section of its constitutive curve changed little, while the falling section became more gentle. Carbonization made the relative dynamic elastic modulus change small with a trend of first increasing and then decreasing, and the optimum content was 0.6–0.9%. When the fiber content was small, the influence on the carbonization depth did not remain significant, but when it was large, the depth increased obviously, and this critical content was about 0.6%. Microscopically, through nuclear-magnetic resonance (NMR) and scanning electron microscope (SEM) analysis, due to the strong tensioning effect of the fiber, when a small amount was added, the porosity and pore structure had not been significantly changed, so the impact on its resistance to carbonization was not obvious. However, after excessive addition, the interface transition zone (ITZ) between different materials became larger, resulting in a significant increase of its harmful cracks and a great impact on the anti-carbonization ability, with the optimal content being about 0.6%. This study provides a theoretical reference for the deformation performance improvement measure of TRC, which would be helpful for the rapid promotion and application of green concrete in engineering practice. |
format | Online Article Text |
id | pubmed-9321805 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-93218052022-07-27 Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber Li, Tao Zhan, Meng Chen, Xiuyun Xu, Fan Wang, Sheliang Liu, Xinxin Polymers (Basel) Article To improve the deformation performance of recycled concrete with tailings (TRC), its carbonization characteristics and deterioration mechanism with different polypropylene fiber content were analyzed macroscopically and microscopically. The results showed that the fiber had little effect on the compressive strength, which increased first and then decreased, with the optimum content being 0.6%. The splitting tensile strength first increased and then tended to be stable, with the optimum dosage ranging from 0.6% to 0.9%. The more the content, the higher the peak strain and the lower the elastic modulus. The rising section of its constitutive curve changed little, while the falling section became more gentle. Carbonization made the relative dynamic elastic modulus change small with a trend of first increasing and then decreasing, and the optimum content was 0.6–0.9%. When the fiber content was small, the influence on the carbonization depth did not remain significant, but when it was large, the depth increased obviously, and this critical content was about 0.6%. Microscopically, through nuclear-magnetic resonance (NMR) and scanning electron microscope (SEM) analysis, due to the strong tensioning effect of the fiber, when a small amount was added, the porosity and pore structure had not been significantly changed, so the impact on its resistance to carbonization was not obvious. However, after excessive addition, the interface transition zone (ITZ) between different materials became larger, resulting in a significant increase of its harmful cracks and a great impact on the anti-carbonization ability, with the optimal content being about 0.6%. This study provides a theoretical reference for the deformation performance improvement measure of TRC, which would be helpful for the rapid promotion and application of green concrete in engineering practice. MDPI 2022-07-06 /pmc/articles/PMC9321805/ /pubmed/35890534 http://dx.doi.org/10.3390/polym14142758 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Li, Tao Zhan, Meng Chen, Xiuyun Xu, Fan Wang, Sheliang Liu, Xinxin Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title | Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title_full | Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title_fullStr | Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title_full_unstemmed | Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title_short | Study on Carbonization Characteristics and Deterioration Mechanism of Recycled Concrete with Tailings and Polypropylene Fiber |
title_sort | study on carbonization characteristics and deterioration mechanism of recycled concrete with tailings and polypropylene fiber |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9321805/ https://www.ncbi.nlm.nih.gov/pubmed/35890534 http://dx.doi.org/10.3390/polym14142758 |
work_keys_str_mv | AT litao studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber AT zhanmeng studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber AT chenxiuyun studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber AT xufan studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber AT wangsheliang studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber AT liuxinxin studyoncarbonizationcharacteristicsanddeteriorationmechanismofrecycledconcretewithtailingsandpolypropylenefiber |