Reflections on electrochemical rehabilitation methods for corroded reinforced concrete structures

被引:0
作者
Miranda, JM
Otero, E
González, JA
机构
[1] Univ Autonoma San Luis Potosi, Inst Met, San Luis Potosi 78210, Mexico
[2] CSIC, Ctr Nacl Invest Met, E-28040 Madrid, Spain
关键词
steel; concrete; rehabilitation; realkalinisation; chloride removal;
D O I
暂无
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
Electrochemical realkalinisation and electrochemical chloride removal have shown their capacity to eliminate, in just a few weeks, the causes Of corrosion of reinforced concrete structures (RCS), and for this reason are currently receiving very special attention. This communication seeks to answer some fundamental questions that continue to arouse great controversy, which are summarised in the question: removing the causes of corrosion in RCS suffice to Stop rusting? To this end an analysis is made of the responses of clean and precorroded electrodes in a solution that simulates the aqueous phase of the concrete pore network. According to the results obtained, the efficiency of electrochemical rehabilitation methods depends heavily on the degree of precorrosion of the rebars.
引用
收藏
页码:274 / 278
页数:5
相关论文
共 50 条
[31]   Modeling Residual Flexural Strength of Corroded Reinforced Concrete Beams [J].
Chen, Hua-Peng ;
Nepal, Jaya .
ACI STRUCTURAL JOURNAL, 2018, 115 (06) :1625-1635
[32]   Prediction for lateral deformation capacity of corroded reinforced concrete columns [J].
Cheng, Hu ;
Li, Hong-Nan ;
Wang, Dong-Sheng .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2019, 28 (01)
[33]   GUIDE FOR EVALUATION OF CONCRETE STRUCTURES PRIOR TO REHABILITATION [J].
LIU, TC .
ACI MATERIALS JOURNAL, 1993, 90 (05) :479-498
[34]   Load carrying capacity of concrete structures with corroded reinforcement [J].
Rodriguez, J ;
Ortega, LM ;
Casal, J .
CONSTRUCTION AND BUILDING MATERIALS, 1997, 11 (04) :239-248
[35]   EXPERIMENTAL STUDY ON FLEXURAL RESISTANCE OF CORRODED REINFORCED CONCRETE WALLS [J].
Zhao, Shunbo ;
Qu, Fulai ;
Zhang, Shimin ;
Li, Changming ;
Hou, Pengbing .
ADVANCES IN CONCRETE STRUCTURAL DURABILITY: PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON DURABILITY OF CONCRETE STRUCTURES ICDCS2010, 2010, :425-430
[36]   Shear capacity assessment of reinforced concrete beams with corroded stirrups [J].
El-Sayed, Ahmed K. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 134 :176-184
[37]   Prediction of Seismic Performance Levels of Corroded Reinforced Concrete Columns as a Function of Crack Width [J].
Yalciner, Hakan ;
Kumbasaroglu, Atila ;
Karimi, Aqludin .
ADVANCES IN CIVIL ENGINEERING MATERIALS, 2019, 8 (03) :376-397
[38]   Electrochemical deposition method for load-induced crack repair of reinforced concrete structures: A numerical study [J].
Meng, Zhaozheng ;
Liu, Qing-feng ;
She, Wei ;
Cai, Yuxin ;
Yang, Jian ;
Iqbal, Muhammad Farjad .
ENGINEERING STRUCTURES, 2021, 246
[39]   Review of methods for detecting corrosion and protecting existing reinforced concrete structures [J].
Hu, J. Y. .
OCHRONA PRZED KOROZJA, 2024, 67 (01)
[40]   Effect of bidirectional electromigration rehabilitation on corroded reinforcement and surrounding concrete in chloride contaminated concrete [J].
Chen, Wenlong ;
Xu, Shuohua ;
Zhang, Wenlong ;
Ma, Zhicong ;
Zhang, Jiufu ;
Zhang, Yunsheng ;
Zhang, Yu .
JOURNAL OF BUILDING ENGINEERING, 2024, 93