1 |
Abosrra, L., Ashour, A. F., & Youseffi, M. (2011). Corrosion of steel reinforcement in concrete of different compressive strengths. Construction and Building Materials, 25, 3915-3925.
DOI
ScienceOn
|
2 |
American Concrete Institute Committee 222. (2001). ACI 222R-01: Protection of metals in concrete against corrosion. American Concrete Institute, Committee 222 Report.
|
3 |
Austin, S. A., Lyons, R., & Ing, M. J. (2004). Electrochemical behavior of steel-reinforced concrete during accelerated corrosion testing. Corrosion, 60(2), 203-212.
DOI
ScienceOn
|
4 |
Ball, J. C. & Whitmore, D. W. (2003). Corrosion mitigation systems for concrete structures. Concrete Repair Bulletin, 6-11. http://www.icri.org/publications/2003/PDFs/julyaug03/CRBJulyAug03_Ball.pdf.
|
5 |
Brown, M. C. (1999). Assessment of commercial corrosion inhibiting admixtures for reinforced concrete (p. 163). Blacksburg: s.n. ETD-122199-104756.
|
6 |
Daily, S. F. & Green, W. K. (2005). Galvanic cathodic protection of reinforced and prestressed concrete structures using CORRSPRAY-a thermally sprayed aluminum alloy (p. 8). s.l.: Corrpro Companies, Inc. Technical Paper 51.
|
7 |
El Maaddawy, T. A., & Soudki, K. A. (2003). Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. Journal of Materials in Civil Engineering, 15, 41-47.
DOI
ScienceOn
|
8 |
El-Reedy, M. A. (2008). Steel-reinforced concrete structures: Assessment and repair of corrosion (p. 216). Boca Raton: Taylor & Francis Group. ISBN 978-1-4200-5430-9.
|
9 |
Emmons, P. H. (1993). Concrete repair and maintenance illustrated (p. 295). Kingston, MA: RS Means. ISBN 9-780876-292860.
|
10 |
Federal Highway Administration. (1998). Corrosion protection: Concrete bridges. Report No. FHWA-RD-98-088, Federal Highway Administration, Turner-Fairbank Highway Research Center. [Online] http://www.tfhrc.gov/structur/corros/corros.htm. Accessed on 2008.
|
11 |
Germann Instruments. (2006). RCT & RCTW. Summary of Germann Instruments. [Online]. Retrieved November 29, 2008 from www.germann.org/Pages/Products/RCT%20og%20RCTW/RCT%20og%20RCTW.htm.
|
12 |
Holcomb, G. R., Covino Jr, B. S., Cramer, S. D., Russell, J. H., Bullard, S.J., & Collins, W. K. (2002). Humectants to augment current from metallized zinc cathodic protection systems on concrete (p. 122). Oregon Department of Transportation, Salem, OR, Report FHWA-OR-RD-03-08.
|
13 |
Michel, A., et al. (2011). Monitoring reinforcement corrosion and corrosion induced cracking using non-destructive X-ray attenuation measurements. Cement and Concrete Research, 41, 1085-1094.
DOI
ScienceOn
|
14 |
Mullard, A., & Stewart, M. G. (2011). Corrosion-induced cover cracking: New test data and predictive models. ACI Structural Journal, 108(1), 71-79.
|
15 |
Ray, I., Parish, G., Davalos, J., & Chen, A. (2011). Effect of concrete substrate repair methods for beams aged by accelerated corrosion and strengthened with CFRP. Journal of Aerospace Engineering, 24(2), 227-239.
DOI
ScienceOn
|
16 |
Tabatabai, H., Ghorbanpoor, A. & Turnquist-Nass, A. (2005). Rehabilitation techniques for concrete bridges. Wisconsin Department of Transportation Report for project No. 0092-01-06, p. 309.
|
17 |
Tabatabai, H., Pritzl, M. D. & Ghorbanpoor, A. (2009). Evaluation of select methods of corrosion prevention, corrosion control, and repair in reinforced concrete bridges (p. 343). Madison, WI: Wisconsin Highway Research Program, Report No. WHRP 09-04.
|
18 |
Weyers, R. E., Chamberlin, W. P., Hoffman, P., & Cady, P. D. (1994). Concrete bridge protection and rehabilitation: Chemical and physical techniques-service life estimates (p. 357). Strategic Highway Research Program-National Research Council, Washington, DC, Report SHRP-S-668.
|