Reliability Analysis of Reinforcement Based on GM (1,1)-Markov Semi-immersion Test
文献类型:期刊论文
作者 | Fu, Yong2; Qiao, Hongxia2,3; Hakuzweyezu, Theogene1,4 |
刊名 | JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION
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出版日期 | 2024-10-01 |
卷号 | 39期号:5页码:1177-1187 |
关键词 | salt solution semi-immersion corrosion current density GM (1,1)-Markov |
ISSN号 | 1000-2413 |
DOI | 10.1007/s11595-024-2985-4 |
英文摘要 | To investigate the corrosion degradation law and service life of reinforced concrete in various salt solution environments, reinforced concrete specimens were semi-immersed in 3% Na2CO3(N3-0-0), 3% Na2CO3+3% NaCl (N3-Cl3-0) and 3% Na2CO3+3% NaCl+3% Na2SO4(N3-Cl3-S3)salt solutions. The electrochemical workstation was used for regular non-destructive testing, and the polarization curve and related electrochemical parameters were used as the macroscopic durability evaluation indicators, while microscopic analysis of steel bar corrosion products was performed in combination with SEM and EDS. In addition, the corrosion current density degradation model of GM (1,1) was established and compared with the modified GM (1,1)-Markov degradation model. The results showed that the prediction error of the GM (1,1)-Markov model was smaller and more accurate than that of GM (1,1). The reinforced concrete specimens in the N3-0-0, N3-Cl3-0 and N3-Cl3-S3 solutions reached the failure state in 3.08, 1.67, and 2.30 years, respectively, as predicted by the GM (1,1)-Markov model. According to ESM and EDS microscopic analysis of reinforcement, carbonate had no significant effect on reinforcement corrosion, chloride ions played a dominant role in reinforcement corrosion, and sulfate ion improved concrete's resistance to chloride ion corrosion. Based on GM (1,1)-Markov model, the failure and damage of reinforced concrete in saline soil areas can be quantitatively evaluated in the whole life cycle, which provides a theoretical basis for the early maintenance or reinforcing of reinforced concrete. |
WOS研究方向 | Materials Science |
语种 | 英语 |
WOS记录号 | WOS:001320808400008 |
出版者 | WUHAN UNIV TECHNOLOGY |
源URL | [http://119.78.100.198/handle/2S6PX9GI/42700] ![]() |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Qiao, Hongxia |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China 2.Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China 3.Gansu Adv Civil Engn Mat Engn Res Ctr, Lanzhou 730050, Peoples R China 4.Univ Chinese Acad Sci, Civil Engn Dept, Beijing 100049, Peoples R China |
推荐引用方式 GB/T 7714 | Fu, Yong,Qiao, Hongxia,Hakuzweyezu, Theogene. Reliability Analysis of Reinforcement Based on GM (1,1)-Markov Semi-immersion Test[J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION,2024,39(5):1177-1187. |
APA | Fu, Yong,Qiao, Hongxia,&Hakuzweyezu, Theogene.(2024).Reliability Analysis of Reinforcement Based on GM (1,1)-Markov Semi-immersion Test.JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION,39(5),1177-1187. |
MLA | Fu, Yong,et al."Reliability Analysis of Reinforcement Based on GM (1,1)-Markov Semi-immersion Test".JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION 39.5(2024):1177-1187. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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