Damage of Reinforced Concrete Structures due to Steel Corrosion

Article Preview

Abstract:

Reinforced concrete (RC) became one of the most widely used modern building materials. In the last decades a great interest has been shown in studying reinforcement corrosion as it became one of the main factors of degradation and loss of structural integrity of RC structures. The degradation process is accelerated in the case of RC structures situated in aggressive environments like marine environments or subjected to de-icing salts. In this paper it is shown how steel corrosion of the embedded rebars occurs and how this affects the service life of reinforced concrete structures. Also, an experimental study regarding the combined effect of carbonation and chloride ingress was realized. Samples with and without rebars were drilled from a RC slab which was stored in the laboratory for two years. Non-steady state migration tests were realized in order to determine the chloride profile, while the carbonation depth was measured using the colorimetric method based on phenolphthalein spraying. It was concluded that carbonation has a significant effect on chloride ingress, increasing it.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

187-192

Citation:

Online since:

July 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Lippiatt, B.C., Ahmad, S. Measuring the life-cycle environmental and economic performance of concrete: the BEES approach. In: Proceedings of the International Workshop on Sustainable Development and Concrete Technology, 2004, pp.213-230.

Google Scholar

[2] Knudsen, A., Jensen, F. M., Klinghoffer, O., & Skovsgaard, T. Cost-effective enhancement of durability of concrete structures by intelligent use of stainless steel reinforcement. In: Conference on Corrosion and rehabilitation of reinforced concrete structures, Florida, (1998).

Google Scholar

[3] Koch, G. H., Brongers, M. P., Thompson, N. G., Virmani, Y. P., & Payer, J. H. (2002). Corrosion cost and preventive strategies in the United States (No. FHWA-RD-01-156, ).

Google Scholar

[4] De Sitter, W. R. Costs for service life optimization: The Law of Fives. Durability of Concrete Structures, Workshop Report, 1984, 131-134.

Google Scholar

[5] Bertolini, L. Steel corrosion and service life of reinforced concrete structures. Structure and Infrastructure Engineering, 4(2) (2008), 123-137.

DOI: 10.1080/15732470601155490

Google Scholar

[6] Martin- Perez, B. (1999). Service life modelling of RC highway structures exposed to chlorides, (PhD Thesis), University of Toronto.

Google Scholar

[7] Vesikari, E. (2009). Carbonation and chloride penetration in concrete with special objective of service life modelling by the Factor Approach. VTT Technical Research Centre of Finland. VTT.

DOI: 10.3940/rina.efs.2012.10

Google Scholar

[8] Yoon, I. S. Deterioration of concrete due to combined reaction of carbonation and chloride penetration: experimental study. Key Engineering Materials, 348 (2007), 729-732.

DOI: 10.4028/www.scientific.net/kem.348-349.729

Google Scholar

[9] Malheiro, R., Camões, A., Ferreira, R. M., Meira, G., & Amorim, M. T. Effect of carbonation on the chloride diffusion of mortar specimens exposed to cyclic wetting and drying. In: XIII International Conference on Durability of Building Materials and Components, 2014, pp.482-489.

Google Scholar

[10] Sosdean, C., Gubencu, D., De Schutter, G., Marsavina, L. Experimental determination of chloride penetration in concrete with real cracks. In: New Trends in Fatigue and Fracture, Belgrade, (2014).

DOI: 10.1007/978-3-319-32634-4_10

Google Scholar

[11] Caspeele, R., Gouverneur, D., Van Coile, R., Botte, W., & Taerwe, L. Structural reliability of concrete slabs considering tensile membrane action. Safety, Reliability and Risk Analysis: Beyond the Horizon, Proceedings, pp.2713-2720 (2013).

DOI: 10.1201/b15938-410

Google Scholar

[12] Gouverneur, D., Caspeele, R., & Taerwe, L. Experimental investigation of the load-displacement behavior under catenary action in a restrained reinforced concrete slab strip. Engineering Structures, 49 (2013), 1007-1016.

DOI: 10.1016/j.engstruct.2012.12.045

Google Scholar

[13] NT BUILD 492. Concrete, Mortar and Cement-Based Repair Materials: Chloride Migration Coefficient from Non-steady-state Migration Experiments. NORDTEST, (1999).

Google Scholar

[14] Otsuki, N. et al. Evaluation of AgNO3 solution spray method for measurement of chloride penetration into hardened cementations matrix materials. ACI Materials Journal, 89 (6) (1992), 587-592.

DOI: 10.14359/4036

Google Scholar

[15] Villain, G., Thiery, M., & Platret, G. Measurement methods of carbonation profiles in concrete: thermogravimetry, chemical analysis and gammadensimetry. Cement and Concrete Research, 37(8) (2007), 1182-1192.

DOI: 10.1016/j.cemconres.2007.04.015

Google Scholar

[16] Yuan, Q., Shi, C., De Schutter, G., Audenaert, K., & Deng, D. Chloride binding of cement-based materials subjected to external chloride environment–a review. Construction and Building Materials, 23(1) (2009), 1-13.

DOI: 10.1016/j.conbuildmat.2008.02.004

Google Scholar

[17] Savija, B. (2014) Experimental and numerical investigation of chloride ingress in cracked concrete. (PhD thesis), Delft University of Technology, Delft, The Netherlands.

Google Scholar