Technical Papers
Jul 30, 2014

Mechanical Behavior of B500c Steel with an Aluminum Layer Coating in a Marine Environment

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 4

Abstract

The present study examines the mechanical behavior and corrosion resistance in dual phase B500c reinforced steel used in concrete structures, before and after applying a layer of aluminum coating in intense corrosion environment. The aluminum layer was applied on the steel bars via thermal process with a flame spray gun and an average layer of 100 μm was created. The 90-day exposure corrosion tests performed in laboratory salt spray environment resulted in 0.29% mass loss of the specimen with aluminum coating while the noncoated specimen (bare) presented a mass loss of 13.5%. Similarly, the mechanical properties in tensile testing remained stable in all cases during different exposure times in contrast to bare specimens in which the strength properties followed mass loss ratio reduction while a dramatic reduction in ductility properties was also noticed. Roughness measurements were also performed in the reinforced steel, either with aluminum coating or without aluminum coating. The effects on friction coefficient and the wear rate were estimated using the weighting method, and the relevant results are presented.

Get full access to this article

View all available purchase options and get full access to this article.

References

Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A., and Rasheeduzzafar. (1990). “Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members.” Proc. Am. Concr. Inst., 87(2), 220–231.
Apostolopoulos, A., Matikas, T., Apostolopoulos, C., and Diamantogiannis, G. (2013a). “Pit corrosion examination of bare and embedded steel bar.” 10th Int. Conf. “Advanced Metallic Materials and Technology.” St. Petersburg State Polytechnical Univ., 489–495.
Apostolopoulos, C. (2009). “The influence of corrosion and cross section diameter on the mechanical properties of B500c steel.” J. Mater. Eng. Perform., 18(2), 190–195.
Apostolopoulos, C., Demis, S., and Papadakis, V. (2013b). “Chloride-induced corrosion of steel reinforcement-mechanical performance and pit depth analysis.” Constr. Build. Mater., 38(1), 139–146.
Apostolopoulos, C., and Diamantogiannis, G. (2012). “Structural integrity problems in dual-phase high ductility steel bar.” J. Appl. Mech. Eng., 1(5), 1000115.
Apostolopoulos, C., Matikas, T., Kodjaspirov, G., Diamantogiannis, G., and Apostolopoulos, A. (2013c). “The role of MnS inclusion in structural integrity of steel bar under seismic loads.” 10th Int. Conf. “Advanced Metallic Materials and Technology”, St. Petersburg State Polytechnical Univ., 495–501.
Apostolopoulos, C. A., and Papadakis, V. G. (2008). “Consequences of steel corrosion on the ductility properties of reinforcement bar.” Constr. Build. Mater., 22(12), 2316–2324.
Apostolopoulos, C. A., and Pasialis, V. P. (2010). “Effects of corrosion and ribs on low cycle fatigue behavior of reinforcing steel bars S400.” J. Mater. Eng. Perform., 19(3), 385–394.
ASTM. (1994). “Standard guide for examination and evaluation of pitting corrosion.” G46, West Conshohocken, PA.
ASTM. (1997). “Standard practice for operating slat spray (fog) apparatus.” B117, West Conshohocken, PA.
ASTM. (2011). “Standard practice for preparing, cleaning, and evaluating corrosion test specimens.” G1, West Conshohocken, PA.
Batis, G., and Rakanta, E. (2005). “Corrosion of steel reinforcement due to atmospheric pollution.” Cem. Concr. Compos., 27(2), 269–275.
Bazant, Z. P. (1979). “Physical model for steel corrosion in concrete sea structures-theory.” J. Struct. Div., 105(6), 1137–1153.
Cairns, J., Plizzari, G. A., Du, Y., Law, D. W., and Franzoni, C. (2005). “Mechanical properties of corrosion-damaged reinforcement.” ACI Mater., 102(4), 256–264.
Capozucca, R. (1995). “Damage to reinforced concrete due to reinforcement corrosion.” Constr. Build. Mater., 9(5), 295–303.
Clementa, G. G. (2002). “Testing of selected metallic reinforcing bars for extending the service life of future concrete bridges.” Final rep., Virginia Transportation Research Council, Charlottesville, VA.
El-Meligi, A. A. (2010). “Corrosion preventive strategies as a crucial need for decreasing environmental pollution and saving economics.” Recent Patents Corros. Sci., 2(1), 22–33.
El-Meligi, A. A. (2011). “Corrosion of materials in polluted environment and effect on world economy.” Recent Patents Corros. Sci., 1(2), 144–155.
Fang, C., Lundgren, K., Chen, L., and Zhu, C. (2004). “Corrosion influence on bond in reinforced concrete.” Cem. Concr. Res., 34(11), 2159–2167.
Feliu, S., and Morcillo, M. (1993). “Mapas de España de Corrosividad Atmosférica.” Programma CYTED, Madrid, Spain, 57–99.
Ford, I. J. (1993). “Roughness effect on friction for multi-asperity contact between surfaces.” J. Phys. D: Appl. Phys., 26(12), 2219–2225.
Fu, X., and Chung, D. D. L. (1997). “Effect of corrosion on the bond between concrete and steel rebar.” Cem. Concr. Res., 27(12), 1811–1815.
ISO/FDIS 15630-1. (2002). “Steel for the reinforcement and prestressing of concrete – test methods. Part 1: Reinforcing bars, wire rod and wire.” International Organization for Standardization, Switzerland.
Katayama, H., and Kuroda, S. (2013). “Long-term atmospheric corrosion properties of thermally sprayed Zn, Al and Zn–Al coatings exposed in a coastal area.” Int. J. Corros. Sci., 76(1), 35–41.
Koch, G. C., Brongers, M. P., Thompson, M. P., Virmani, Y. P., and Payer, J. H. (2002). “Corrosion costs and preventive strategies in the United States.”, Federal Highway Administration, Washington, DC.
Lee, H. S., and Cho, Y. S. (2009). “Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion.” Int. J. Fract., 157(1–2), 81–88.
Project Rusteel. (2009). “Effects of corrosion on low-cycle fatigue (seismic) behaviour of high strength steel reinforcing bars.”, European Commission Research Directorate-General, Research Fund for Coal and Steel.
Regina, M. H. P. R., Paredes, R. S. C., Wido, S. H., and Calixto, A. (2007). “Comparison of aluminum coatings deposited by flame spray and by electric arc spray.” Surf. Coat. Technol., 202(1), 172–179.
Rincon, O., et al. (2009). “Evaluating Zn, Al and Al–Zn coatings on carbon steel in a special atmosphere.” Constr. Build. Mater., 23(3), 1465–1471.
Riyadh, A. A., Haftirman, Ch. Alk., Khiarel Rafezi, A., and Al-Douri, Y. (2012). “The influence of roughness on the wear and friction coefficient under dry and lubricated sliding.” Int. J. Sci. Eng. Res., 3(4), 1–6.
Uhlig, H. (1985). Corrosion and corrosion control, Wiley, New York.
Vilotić, M., Kakaš, D., Miletić, A., Kovačević, L., and Terek, P. (2012). “Influence of friction coefficient on workpiece roughness in ring upsetting process.” J. Prod. Eng., 15(1), 49–52.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 4April 2015

History

Received: Dec 3, 2013
Accepted: Apr 3, 2014
Published online: Jul 30, 2014
Discussion open until: Dec 30, 2014
Published in print: Apr 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

G. Diamantogiannis [email protected]
Ph.D. Student, Dept. of Mechanical and Aeronautical Engineering, Univ. of Patras, 26500 Patras, Greece (corresponding author). E-mail: [email protected]
Ch. Alk. Apostolopoulos [email protected]
Assistant Professor, Dept. of Mechanical and Aeronautical Engineering, Univ. of Patras, 26500 Patras, Greece. E-mail: [email protected]
P. G. Nikolakopoulos [email protected]
Assistant Professor, Dept. of Mechanical and Aeronautical Engineering, Univ. of Patras, 26500 Patras, Greece. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share