Viable FA based bacterial cells as sustainable solution for corrosion prevention in RC structures

被引:10
作者
Anand, Kamal [1 ]
Goyal, Shweta [1 ]
Kaur, Naveet [2 ]
Reddy, M. Sudhakara [3 ]
机构
[1] Thapar Inst Engn & Technol, Dept Civil Engn, Patiala 147004, Punjab, India
[2] CSIR Cent Rd Res Inst CRRI, Bridge Engn & Struct BES Div, Mathura Rd, New Delhi 110025, India
[3] Thapar Inst Engn & Technol, Dept Biotechnol, Patiala 147004, Punjab, India
关键词
Corrosion; Reinforced concrete; Bacteria; Electrochemical measurement; Electromechanical Impedance (EMI); REINFORCED-CONCRETE; PRECIPITATING BACTERIA; STEEL; MORTAR; PROTECTION; BEHAVIOR; CACO3;
D O I
10.1016/j.conbuildmat.2022.130056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforcement corrosion is one of the biggest challenges faced by the construction industry, with billions of dollars spent on corrosion remediation and prevention. Recently, microbially induced calcium carbonate pre-cipitation (MICCP) has been considered a novel method in corrosion mitigation of reinforced concrete (RC) structures. In the current investigation, fly ash (FA) based inoculum for construction industry was developed and tested for cell viability to define the shelf life of the carrier product. The results indicated that FA-based inoculum possessed a shelf life of 180 days with an effective cell count required to induce MICCP in reinforced concrete. FA-based inoculum was immobilized in fresh concrete supplemented with nutrients to study the corrosion mitigation potential. The prepared specimens were cured for 28 days and then subjected to impressed current -induced chloride corrosion. For corrosion assessment, well established electrochemical technique and a newly emerged electromechanical impedance (EMI) technique were employed separately on different RC specimens. In the electrochemical technique, open circuit potential (OCP), corrosion potential (Ecorr), corrosion current density (Icorr) were obtained over the test exposure; whereas in EMI technique, admittance signatures were acquired for the entire testing duration at an interval of 7 days. Further to examine the changes in admittance signatures, root mean square deviation (RMSD) was used to quantify the corrosion process. Results indicated that Icorr and RMSD were linearly increasing over the test exposure. The results clearly prove that the FA-based carrier material can be effectively used for the corrosion prevention and the emerging EMI technique can efficiently monitor the corrosion process.
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页数:18
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共 24 条
[1]   Antibacterial metals - A viable solution for bacterial attachment and microbiologically influenced corrosion [J].
Sreekumari, KR ;
Sato, Y ;
Kikuchi, Y .
MATERIALS TRANSACTIONS, 2005, 46 (07) :1636-1645
[2]   Long-term viable SF immobilized bacterial cells as sustainable solution for crack healing in concrete [J].
Anand, Kamal ;
Goyal, Shweta ;
Reddy, M. Sudhakara .
STRUCTURES, 2022, 43 :1342-1355
[3]   Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress [J].
El Hassan, Jinane ;
Bressolette, Philippe ;
Chateauneuf, Alaa ;
El Tawil, Khaled .
ENGINEERING STRUCTURES, 2010, 32 (10) :3279-3287
[4]   Corrosion evolution of steel bars in RC structures based on Markov chain modeling [J].
Zhang, Wei-Ping ;
Chen, Jin-Ping ;
Yu, Qian-Qian ;
Gu, Xiang-Lin .
STRUCTURAL SAFETY, 2021, 88
[5]   Elastic wave based evaluation of CFRP protected RC structures subjected to corrosion [J].
Sharma, Ashutosh ;
Aneja, Sakshi ;
Sharma, Shruti ;
Gupta, Rishi .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 287 (287)
[6]   Corrosion initiation time models in RC coastal structures based on reliability approach [J].
Djeddi, Lamine ;
Amirat, Abdelaziz .
ADVANCES IN CONCRETE CONSTRUCTION, 2020, 9 (02) :149-159
[7]   Service life of RC structures: Carbonation induced corrosion. Prescriptive vs. performance-based methodologies [J].
Marques, P. F. ;
Costa, A. .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (03) :258-265
[8]   Spatial variability-based corrosion risk assessment and strategy of repair and maintenance for RC structures [J].
Wang, Xiao-Zhou ;
Jin, Wei-Liang .
INTERNATIONAL JOURNAL OF MODELLING IDENTIFICATION AND CONTROL, 2009, 7 (02) :171-178
[9]   Service life prediction of RC structures based on correlation between electrochemical and gravimetric reinforcement corrosion rates [J].
Alghamdi, Saeid A. ;
Ahmad, Shamsad .
CEMENT & CONCRETE COMPOSITES, 2014, 47 :64-68
[10]   Corrosion Analysis and Recognition Algorithms based on CFA and FDT in Time Domain for RC Structures [J].
Qiao, Guofu ;
Yi, Hong ;
Ou, Jinping .
2015 FIFTH INTERNATIONAL CONFERENCE ON INSTRUMENTATION AND MEASUREMENT, COMPUTER, COMMUNICATION AND CONTROL (IMCCC), 2015, :242-245