Electrical resistivity and microstructural properties of concrete materials in conditions of current flow

Cement and Concrete Composites

Volumn 30, Issue 8, 2008, Pages 731-744

  Koleva, D A ^a   Copuroglu, O ^a   van Breugel, K ^a   Ye, G ^a   de Wit, J H W ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Electrical properties; Ion transport; Pore structure; Pulse current

Indexed keywords

BUILDING MATERIALS; CATHODIC PROTECTION; CEMENT MANUFACTURE; CEMENTS; CHEMICAL PROPERTIES; COMPOSITE BEAMS AND GIRDERS; CONCRETE BLOCKS; CONCRETE BUILDINGS; CONCRETE PRODUCTS; CONCRETE SLABS; ELECTRIC BREAKDOWN; ELECTRIC PROPERTIES; ELECTRIC RESISTANCE; HEALTH; LITHOGRAPHY; MATERIALS PROPERTIES; MATRIX ALGEBRA; PORTLAND CEMENT; REINFORCED CONCRETE;

(I ,J) CONDITIONS; APPLIED (CO); BULK MATERIALS; CHEMICAL COMPOSITIONS; CHLORIDE CONCENTRATIONS; COMPARISON STUDIES; CONCRETE MATERIALS; CONCRETE MATRIX; CONCRETE SYSTEMS; CURRENT FLOWING; ELECTRICAL (ELECTRONIC) PROPERTIES; ELECTRICAL CURRENT; ELECTRICAL PROPERTIES AND MICROSTRUCTURE; ELECTRICAL RESISTIVITIES; ELSEVIER (CO); EXPERIMENTAL SET UPS; GLOBAL PERFORMANCE; IMPRESSED-CURRENT CATHODIC PROTECTION (ICCP); ION CONCENTRATIONS; ION TRANSPORTS; MICROSTRUCTURAL ANALYSIS; MICROSTRUCTURAL PROPERTIES; ORDINARY PORTLAND CEMENT (OPC); PHYSICO CHEMICAL CHANGES; PORE SPACES; STRUCTURAL ALTERATIONS;

CONCRETE CONSTRUCTION;

EID: 47949122645     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2008.04.001     Document Type: Article

References (30)

1. Glasser F.P. The alkali-silica reaction in concrete. In: Swamy R.N. (Ed) (1992), Van Nostrand Reinhold, New York 30-53
2. Pedeferri P. Cathodic protection and cathodic prevention. Construct Build Mater 10 (1996) 391-402
3. Ishii K., Seki H., Fukute T., and Ikawa K. Cathodic protection for prestressed concrete structures. Construct Build Mater 12 (1998) 125-132
4. Chang J.J. A study of the bond degradation of rebar due to cathodic protection current. Cem Concr Res 32 (2002) 657-663
5. Koleva DA, Hu J, Fraaij ALA, Stroeven P. Influences of chloride ions on plain and reinforced mortars investigated by combined microstructure and electrochemical approaches. EUROCORR 2005, Paper No.: 0-213-K.
6. Koleva DA, Hu J, Fraaij ALA, van Beek K. Concrete behaviour under pulse and conventional cathodic protection current, Proceedings of Australian Corrosion Association. CAP05; November 2005, Gold Coast, Australia.
7. Berkeley K.G.C., and Pathmanaban S. Cathodic protection of reinforcement steel in concrete (1990), Butterworths & Co. Ltd.
8. Koleva DA, Corrosion and protection in reinforced concrete. Pulse CP: and improved, cost-effective alternative. Delft; 2007. ISBN 978-90-9021924-0; TU Delft.
9. Koleva D.A., Hu J., Fraaij A.L.A., van Breugel K., and de Wit J.H.W. Microstructural analysis of plain and reinforced mortars under chloride-induced deterioration. Cem Concr Res 37 (2007) 604-617
10. Serra J. Image analysis and mathematical morphology (1982), Academic Press, London
11. Hu J., and Stroeven P. Application of image analysis to assessing critical pore size for permeability prediction of cement paste. Image Anal Stereol 22 (2003) 97-103
12. Whittington H.W. The conduction of electricity through concrete. Mag Concr Res 33 (1981) 114
13. Polder RB. Chloride diffusion and resistivity testing of five concrete mixes for marine environment. In: Proceedings of RILEM. International workshop on chloride penetration into concrete, St-Remy-les-Chevreuses; October 15-18, 1995.
14. Monfore G.E. The electrical resistivity of concrete. J PCA Res Dev Lab 10 2 (1968) 35-48
15. Liu X. Application of the Nernst-Einstein equation to concrete. Cem Concr Res 27 (1997) 293-302
16. Andrade C, Sanjuan MA, Alonso MC. Measurement of chloride diffusion coefficient from migration tests. CORROSION/93, Paper No.: 319, NACE; 1993.
17. Gaal G. Prediction of deterioration of concrete bridges (2004), Delft, Delft University Press
18. Bungley J.H. Testing of concrete in structures. 2nd ed. (1989), Chapman & Hall, New York
19. Broomfield JP, Rodriguez J, Ortega LM, Garcia AM. Corrosion rate and life prediction for reinforced concrete structures. In: GEOCISA Spain, structural faults and repairs symposium; June 1993.
20. Lyublinski EY. Cathodic protection of steel in reinforced concrete with electroosmotic treatment. US Patent 6.419.816; 2002.
21. Basheer P.A.M. Concrete science (2001), Noyes/William Andrew, Norwich [Chapter 16]
22. Song G. Equivalent circuit model for AC electrochemical impedance spectroscopy of concrete. Cem Concr Res 30 (2000) 1723-1730
23. Reddy B., Glass G.K., Lim P.J., and Buenfeld N.R. On the corrosion risk presented by chloride bound in concrete. Cem Concr Comp 24 (2002) 1-5
24. Suryavanshi A.K., Scantlebury J.D., and Lyon S.B. Pore size distribution of OPC & SRPC mortars in presence of chlorides. Cem Concr Res 25 (1995) 980-988
25. Beaudoin J., and Marchand J. Concrete science (2001), Noyes/William Andrew, Norwich [Chapter 14]
26. Kondo R, Satake M, Ushiyama H. The cement association of Japan, 28th General Meeting; 1974. p. 41.
27. Koleva D.A., Hu J., and Fraaij A.L.A. Durable building technology benefiting electrochemical methods as a preventive. In: Brebbia C.A., DeGiorgi V.G., and Adey R.A. (Eds). Simulation of electrochemical processes vol. 48 (2005), WIT Press, UK 87-97 May 2-4
28. Katz A.J., and Thompson A.H. Quantitative prediction of permeability in porous rock. Phys Rev B 34 (1986) 8179-8181
29. Hu J. Porosity of concrete - morphological study of model concrete. Delft University of Technology. Rotterdam: OPTIMA Grafische Communicate; 2004.
30. Scrivener K.L. Backscattered electron imaging of cementitious microstructures: understanding and quantification. Cem Concr Comp 26 (2004) 935-945