Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov

With steel fiber and basalt fiber volume dosing serving as variation parameters, a total of 200 d cycles of acid rain corrosion cycle tests were conducted on fiber concrete in this study. We selected three durability evaluation parameters to assess the degree of damage deterioration on fiber concret...

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Autores principales: Jianqiao Yu, Hongxia Qiao, Feifei Zhu, Xinke Wang
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/1b8928ff84d747e7bfb9d4fd9175826a
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spelling oai:doaj.org-article:1b8928ff84d747e7bfb9d4fd9175826a2021-11-11T17:53:48ZResearch on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov10.3390/ma142163261996-1944https://doaj.org/article/1b8928ff84d747e7bfb9d4fd9175826a2021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6326https://doaj.org/toc/1996-1944With steel fiber and basalt fiber volume dosing serving as variation parameters, a total of 200 d cycles of acid rain corrosion cycle tests were conducted on fiber concrete in this study. We selected three durability evaluation parameters to assess the degree of damage deterioration on fiber concrete, used scanning electron microscopy, mercury intrusion porosimetry, and a dimensional microhardness meter to analyze the concrete micromorphology, and established a GM(1,1)-Markov model for life prediction of its durability. Results reveal that the acid rain environment is the most sensitive to the influence of the relative dynamic elastic modulus evaluation parameter, and concrete has specimens that show failure damage under this parameter evaluation. Incorporation of fibers can reduce the amount of corrosion products inside the concrete, decrease the proportion of harmful pores, optimize the mean pore-size, and significantly improve the resistance to acid rain attack. Concrete with 2% steel fiber and 0.1% basalt fiber by volume has the least change in durability damage, and the predicted service life by GM(1,1)-Markov model is 322 d.Jianqiao YuHongxia QiaoFeifei ZhuXinke WangMDPI AGarticlefiber concreteacid rain corrosiondamage deteriorationGM(1,1)-MarkovTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6326, p 6326 (2021)
institution DOAJ
collection DOAJ
language EN
topic fiber concrete
acid rain corrosion
damage deterioration
GM(1,1)-Markov
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle fiber concrete
acid rain corrosion
damage deterioration
GM(1,1)-Markov
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Jianqiao Yu
Hongxia Qiao
Feifei Zhu
Xinke Wang
Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
description With steel fiber and basalt fiber volume dosing serving as variation parameters, a total of 200 d cycles of acid rain corrosion cycle tests were conducted on fiber concrete in this study. We selected three durability evaluation parameters to assess the degree of damage deterioration on fiber concrete, used scanning electron microscopy, mercury intrusion porosimetry, and a dimensional microhardness meter to analyze the concrete micromorphology, and established a GM(1,1)-Markov model for life prediction of its durability. Results reveal that the acid rain environment is the most sensitive to the influence of the relative dynamic elastic modulus evaluation parameter, and concrete has specimens that show failure damage under this parameter evaluation. Incorporation of fibers can reduce the amount of corrosion products inside the concrete, decrease the proportion of harmful pores, optimize the mean pore-size, and significantly improve the resistance to acid rain attack. Concrete with 2% steel fiber and 0.1% basalt fiber by volume has the least change in durability damage, and the predicted service life by GM(1,1)-Markov model is 322 d.
format article
author Jianqiao Yu
Hongxia Qiao
Feifei Zhu
Xinke Wang
author_facet Jianqiao Yu
Hongxia Qiao
Feifei Zhu
Xinke Wang
author_sort Jianqiao Yu
title Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
title_short Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
title_full Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
title_fullStr Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
title_full_unstemmed Research on Damage and Deterioration of Fiber Concrete under Acid Rain Environment Based on GM(1,1)-Markov
title_sort research on damage and deterioration of fiber concrete under acid rain environment based on gm(1,1)-markov
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/1b8928ff84d747e7bfb9d4fd9175826a
work_keys_str_mv AT jianqiaoyu researchondamageanddeteriorationoffiberconcreteunderacidrainenvironmentbasedongm11markov
AT hongxiaqiao researchondamageanddeteriorationoffiberconcreteunderacidrainenvironmentbasedongm11markov
AT feifeizhu researchondamageanddeteriorationoffiberconcreteunderacidrainenvironmentbasedongm11markov
AT xinkewang researchondamageanddeteriorationoffiberconcreteunderacidrainenvironmentbasedongm11markov
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