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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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) |
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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 |
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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 |
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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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1718431988777484288 |