Cargando…

Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles

Geopolymeric recycled concrete (GRC) is a new low-carbon building material that uses both construction and industrial solid waste to replace natural aggregate and cement. GRC is similar to geopolymeric concrete (GPC) in that it has good mechanical properties but needs to be improved in terms of fros...

Descripción completa

Detalles Bibliográficos
Autores principales: Shi, Xiaoshuang, Wang, Xiaoqi, Wang, Qingyuan, Zhang, Tao, Yang, Fuhua, Xu, Yufei, Zhan, Jinsheng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9965534/
https://www.ncbi.nlm.nih.gov/pubmed/36837328
http://dx.doi.org/10.3390/ma16041699
_version_ 1784896788503724032
author Shi, Xiaoshuang
Wang, Xiaoqi
Wang, Qingyuan
Zhang, Tao
Yang, Fuhua
Xu, Yufei
Zhan, Jinsheng
author_facet Shi, Xiaoshuang
Wang, Xiaoqi
Wang, Qingyuan
Zhang, Tao
Yang, Fuhua
Xu, Yufei
Zhan, Jinsheng
author_sort Shi, Xiaoshuang
collection PubMed
description Geopolymeric recycled concrete (GRC) is a new low-carbon building material that uses both construction and industrial solid waste to replace natural aggregate and cement. GRC is similar to geopolymeric concrete (GPC) in that it has good mechanical properties but needs to be improved in terms of frost resistance. Previous studies have shown that polyoxymethylene fiber (POM fiber) can improve the shrinkage and durability of concrete and is superior to other commonly used fibers. Therefore, this paper explores adding POM fiber to GRC to improve its frost resistance. In this paper, the influence of different volumes and lengths of POM fiber on the frost resistance of geopolymeric recycled concrete (PRGRC) is studied. By measuring the changes in mass loss rate, relative dynamic elastic modulus, and compressive strength of PRGRC under different cycles, the improvement effect of POM fiber on the freeze-thaw damage of GRC is analyzed, and the strength attenuation model of PRGRC is established. The results show that the increase in POM fiber content can effectively slow down the mass loss of PRGRC in the freeze-thaw cycles, the reduction rate of relative dynamic elastic modulus, and the reduction rate of compressive strength. This shows that POM fiber can effectively improve the frost resistance of PRGRC, and the effect of 6 mm POM fiber on the freeze-thaw damage of PRGRC is better than 12 mm POM fiber. According to the test results, the existing strength attenuation model is further modified, the attenuation model of PRGRC compressive strength under the freeze-thaw cycle is obtained, and the model fitting effect is good. The strengthening mechanism of POM fiber is explained by the structural relationship between POM fiber and concrete matrix in the SEM micrograph of PRGRC. The research results provide a scientific basis for the applicability of POM fiber in geopolymeric cementitious materials and improving the frost resistance of PRGRC.
format Online
Article
Text
id pubmed-9965534
institution National Center for Biotechnology Information
language English
publishDate 2023
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-99655342023-02-26 Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles Shi, Xiaoshuang Wang, Xiaoqi Wang, Qingyuan Zhang, Tao Yang, Fuhua Xu, Yufei Zhan, Jinsheng Materials (Basel) Article Geopolymeric recycled concrete (GRC) is a new low-carbon building material that uses both construction and industrial solid waste to replace natural aggregate and cement. GRC is similar to geopolymeric concrete (GPC) in that it has good mechanical properties but needs to be improved in terms of frost resistance. Previous studies have shown that polyoxymethylene fiber (POM fiber) can improve the shrinkage and durability of concrete and is superior to other commonly used fibers. Therefore, this paper explores adding POM fiber to GRC to improve its frost resistance. In this paper, the influence of different volumes and lengths of POM fiber on the frost resistance of geopolymeric recycled concrete (PRGRC) is studied. By measuring the changes in mass loss rate, relative dynamic elastic modulus, and compressive strength of PRGRC under different cycles, the improvement effect of POM fiber on the freeze-thaw damage of GRC is analyzed, and the strength attenuation model of PRGRC is established. The results show that the increase in POM fiber content can effectively slow down the mass loss of PRGRC in the freeze-thaw cycles, the reduction rate of relative dynamic elastic modulus, and the reduction rate of compressive strength. This shows that POM fiber can effectively improve the frost resistance of PRGRC, and the effect of 6 mm POM fiber on the freeze-thaw damage of PRGRC is better than 12 mm POM fiber. According to the test results, the existing strength attenuation model is further modified, the attenuation model of PRGRC compressive strength under the freeze-thaw cycle is obtained, and the model fitting effect is good. The strengthening mechanism of POM fiber is explained by the structural relationship between POM fiber and concrete matrix in the SEM micrograph of PRGRC. The research results provide a scientific basis for the applicability of POM fiber in geopolymeric cementitious materials and improving the frost resistance of PRGRC. MDPI 2023-02-17 /pmc/articles/PMC9965534/ /pubmed/36837328 http://dx.doi.org/10.3390/ma16041699 Text en © 2023 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
Shi, Xiaoshuang
Wang, Xiaoqi
Wang, Qingyuan
Zhang, Tao
Yang, Fuhua
Xu, Yufei
Zhan, Jinsheng
Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title_full Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title_fullStr Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title_full_unstemmed Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title_short Experimental Analysis and Establishment of Strength Attenuation Model of POM Fiber Reinforced Geopolymeric Recycled Concrete under Freeze-Thaw Cycles
title_sort experimental analysis and establishment of strength attenuation model of pom fiber reinforced geopolymeric recycled concrete under freeze-thaw cycles
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9965534/
https://www.ncbi.nlm.nih.gov/pubmed/36837328
http://dx.doi.org/10.3390/ma16041699
work_keys_str_mv AT shixiaoshuang experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT wangxiaoqi experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT wangqingyuan experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT zhangtao experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT yangfuhua experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT xuyufei experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles
AT zhanjinsheng experimentalanalysisandestablishmentofstrengthattenuationmodelofpomfiberreinforcedgeopolymericrecycledconcreteunderfreezethawcycles