Efficiency of Migratory-Type Organic Corrosion Inhibitors in Carbonated Environment
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Corrosion Behavior and Inhibition · Concrete Corrosion and Durability · Material Properties and Failure Mechanisms
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Civil Engineering Department, Thapar University, Patiala, Punjab India.
Civil Engineering Department, IIT Delhi, India.
References (31)
Show source-provided references
1. 1) ASTM C 876-09, (2009). “Standard test method for corrosion potentials of uncoated reinforcing steel in concrete.” American Society of Testing and Materials, Philadelphia.
2. 2) ASTM G 109 -99a, (2005). “Standard test method for determining the effects of chemical admixtures on the corrosion of embedded steel reinforcement in concrete exposed to chloride environments.” American Society of Testing and Materials, Philadelphia.
3. 3) ASTM G5, (2004).“Standard Reference Test Method for making Potentiostatic and Potentiodynamic Anodic Polarization Measurement.” American Society of Testing and Materials, Philadelphia.
4. 4) BIS 1489 (part 1)-1991, (2005). “Specification for Portland Pozzolana Cement.” Bureau of Indian Standards, New Delhi.
5. 5) BIS 1786-1985, (2004). “Indian Standard Specification for High Strength Deformed Steel Bars and Wires for Concrete Reinforcement.” Bureau of Indian Standards, New Delhi.
6. 6) BIS 383, (2002). “Specification for Coarse and Fine Aggregates from Natural sources for concrete.” Bureau of Indian Standards, New Delhi.
7. 7) BIS 516-1959, (2004). “Indian Standard Methods of Tests for Strength of Concrete.” Bureau of Indian Standards, New Delhi.
8. 8) BIS 8112-1989, (2005). “Specification for 43 Grade Ordinary Portland Cement.” Bureau of Indian Standards, New Delhi.
9. 9) De Schutter, G. and Luo, L., (2004). “Effect of corrosion inhibiting admixtures on concrete properties.” Construction and Building Materials, 18, 483-489.10.1016/j.conbuildmat.2004.04.001 ↗
10. 10) Fukushima, T., Yoshizaki, Y., Tomosawa, F. and Takahashi, K., (1998). “Relationship between neutralization depth and concentration distribution of CaCO3 – Ca(OH)2 in carbonated concrete.” Advance in Concrete Technology, ACI SP -179, 347-363.
11. 11) Gaidis, J. M., (2004). “Chemistry of corrosion inhibitors.” Cement and Concrete Composites, 26, 181-189.10.1016/S0958-9465(03)00037-4 ↗
12. 12) Heiyantuduwa, R., Alexander, M. G. and Mackechnie, J. R., (2006). “Performance of a penetrating corrosion inhibitor in concrete affected by carbonation induced corrosion.” Journal of materials in civil engineering, 18 (6), 842-850.10.1061/(ASCE)0899-1561(2006)18:6(842) ↗
13. 13) Jamil, H. E., Montemor, M. F., Shriri, A., Boulif, R. and Ferreira, M. G. S., (2003). “An electrochemical and analytical approach to the inhibition mechanism of an amino-alcohol based corrosion inhibitor for reinforced concrete.” Electrochimica Acta, 48, 3509-3518.10.1016/S0013-4686(03)00472-9 ↗
14. 14) Jamil, H. E., Shriri, A., Boulif, R., Bastos, C., Montemor, M. F. and Ferreira, M. G. S., (2004). “Electrochemical behavior of amino alcohol based inhibitors used to control corrosion of reinforcing steel.” Electrochimica Acta, 49, 2753-2760.10.1016/j.electacta.2004.01.041 ↗
15. 15) Jitu, K. and Bhattacharjee, B., (2011). “Potentiodynamic linear sweep test for evaluation of performance of steel.” International J. of Earth Sciences and Engineering, 04, 592-595.
16. 16) Malik, A., Andijani, F., Al- Moali, F. and Ozair, G., (2004). “Studies on the performance of migrating corrosion inhibitors in protection of rebar concrete in Gulf seawater environment.” Cement and Concrete Composites, 26, 243-252.
17. 17) Montemor, M. F., Cunha, M. P., Ferreira, M. G. and Simoes, A. M., (2002). “Corrosion behaviour of rebars in fly ash mortar exposed to carbon dioxide and chlorides.” Cement and Concrete Composites, 24, 45-53.10.1016/S0958-9465(01)00025-7 ↗
18. 18) Montemor, M. F., Simoes, A. M. P. and Salta, M. M., (2000). “Effect of fly ash on concrete reinforcement corrosion studied by EIS.” Cement and Concrete Composites, 22, 175-185.10.1016/S0958-9465(00)00003-2 ↗
19. 19) Monticelli, C., Frignani, A. and Trabanelli, G., (2000). “A study on corrosion inhibitors for concrete application.” Cement and Concrete Research, 30, 635-642.10.1016/S0008-8846(00)00221-0 ↗
20. 20) Monticelli, C., Frignani, A., Balbo, A. and Zucchi, F., (2011). “Influence of two specific inhibitors on steel corrosion in a synthetic solution simulating a carbonated concrete with chlorides.” Materials and Corrosion, 62(2), 178-186.10.1002/maco.201005764 ↗
21. 21) Nmai C. K., (2004). “Multi functional organic corrosion inhibitor.” Cement and Concrete Composites, 26, 199-207.10.1016/S0958-9465(03)00039-8 ↗
22. 22) Pradhan, B. and Bhattacharjee, B., (2007). “Corrosion zones of rebar in chloride contaminated concrete through potentiostatic study in concrete powder solution extracts.” Corrosion Science, 49, 3935-3952.10.1016/j.corsci.2007.05.003 ↗
23. 23) Pradhan, B., and Bhattacharjee, B., (2009). “Half cell potential as an indicator of chloride-induced rebar corrosion initiation in RC.” Journal of Materials in Civil Engineering, ASCE, 21(10), 543-552.10.1061/(ASCE)0899-1561(2009)21:10(543) ↗
24. 24) Pu, Q., Jiang, L., Xu, J., Chu, H., Xu, Y. and Zhang, Y., (2012). “Evolution of pH and chemical composition of pore solution in carbonated concrete.” Construction and Building materials, 28, 519-524.10.1016/j.conbuildmat.2011.09.006 ↗
25. 25) Saraswathy, V. and Song, H. - W., (2007). “Improving the durability of concrete by using inhibitors.” Building and Environment, 42, 464-472.10.1016/j.buildenv.2005.08.003 ↗
26. 26) Schiessel, P., (1988). “Corrosion of steel in concrete.” Report of the technical Committee 60-CSC RILEM; ISBN 0-412-32100-9, 22-32.
27. 27) Shi, J. -J. and Sun, W., (2012). “Electrochemical and analytical characterization of three corrosion inhibitors of steel in simulated concrete pore solution.” International journal of Minerals, Metallurgy and Materials, 19(1), 38-47.10.1007/s12613-012-0512-7 ↗
28. 28) Sisomphon, K. and Franke, L., (2007). “Carbonation rates of concretes containing high volume of pozzolanic materials.” Cement and Concrete Research, 37, 1647-1653.10.1016/j.cemconres.2007.08.014 ↗
29. 29) Soylev, T. A., Mcnally, C. and Richardson, M. G., (2007). “The effect of new generation surface applied organic inhibitor on concrete properties.” Cement and Concrete Composites, 29, 357-364.10.1016/j.cemconcomp.2006.12.013 ↗
30. 30) Trabanelli, G., Monticelli, C., Grassi, V. and Frignani, A., (2005). “Electrochemical study on inhibitors of rebar corrosion in carbonated concrete.” Cement and Concrete Research, 35, 1804-1813.10.1016/j.cemconres.2004.12.010 ↗
31. 31) Tritthart, J., (2003). “Transport of a surface-applied corrosion inhibitor in cement paste and concrete.” Cement and Concrete Research, 33, 829-834.10.1016/S0008-8846(02)01067-0 ↗