中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
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
DOI10.1007/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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