Technical Papers
Aug 8, 2012

Effects of Reinforcement Corrosion on the Performance of RC Frame Buildings Subjected to Seismic Actions

Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 6

Abstract

Corrosion of reinforcing bars is a common deficiency for existing RC buildings, which may have significant adverse effects on seismic performance of those buildings. The main effects of corrosion of reinforcing bars are strength loss as a result of reduction of the effective cross-sectional area of the bars, reduced bond strength between concrete and bars as a result of the increased volume of the bars because of rust products, and reduced elongation capacity of the bars as a result of the concentration of plastic deformations at sections of corrosion pits. The last item (concentration of plastic deformations of reinforcing bars only at the most heavily corroded sections rather than occurring all through the potential plastic hinge length) has a very remarkable adverse effect on the displacement capacity of existing buildings. It is known that the displacement capacity is as important as strength, particularly for the buildings that are designed to exhibit ductile behavior during earthquakes. In this study, this adverse effect is demonstrated quantitatively through nonlinear pushover and nonlinear time-history analyses of a hypothetical RC frame building. To obtain more general conclusions, different corrosion intensities and distributions of reinforcing bars and different earthquake records are considered in the analyses. Furthermore, the results of an experimental study on the seismic performance of RC columns with corroded reinforcing bars, which constituted the reason for the analytical studies, are presented.

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Acknowledgments

The contributions of Assistant Professor I. Bedirhanoglu, Research Assistant M. Comert, Telateks Textile Company, and the staff of the Structural and Earthquake Engineering Laboratory and Building Materials Laboratory of Istanbul Technical University are gratefully acknowledged.

References

Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A., and Rasheeduzzaffar. (1990). “Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members.” Proc., ACI, 87(2), 220–231.
Apostolopoulos, C. A. (2008). “The influence of corrosion and cross-section diameter on the mechanical properties of B500csteel.” J. Mater. Eng. Perform., 18(2), 190–195.
Apostolopoulos, C. A., and Michalopoulos, D. (2007). “Mechanical properties of reinforcing steel and fatigue behavior in corrosive environment.” J. Mater. Eng. Perform., 16(5), 559–566.
Apostolopoulos, C. A., and Papadakis, V. G. (2008). “Consequences of steel corrosion on the ductility properties of reinforcement bar.” Construct. Build. Mater., 22(12), 2316–2324.
ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI-41, Reston, VA.
ASTM. (1999). “Standard test method for half-cell potentials of uncoated reinforcing steel in concrete.” C876-99, West Conshohocken, PA.
Auyeung, Y., Balaguru, P., and Chung, L. (2000). “Bond behavior of corroded reinforcement bars.” ACI Mater. J., 97(2), 214–221.
Bousias, S. N., Triantafillou, T. C., Fardis, M. N., Spathis, L. A., and O’Regan, B. A. (2004). “Fiber-reinforced polymer retrofitting of rectangular reinforced concrete columns with or without corrosion.” ACI Struct. J., 101(4), 512–520.
Cairns, J., Plizzari, G. A., Du, Y., Law, D. W., and Franzoni, C. (2005). “Mechanical properties of corrosion-damaged reinforcement.” ACI Mater. J., 102(4), 256–264.
Castel, A., Francois, R., and Arliguie, G. (2000). “Mechanical behavior of corroded reinforced concrete beams. 2: Bond and notch effects.” Mater. Struct., 33(9), 545–551.
Coronelli, D. (2002). “Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete.” ACI Struct. J., 99(3), 267–276.
European Committee for Standardization (CEN). (2005). “Design of structures for earthquake resistance.” Eurocode 8, Brussels, Belgium.
Fang, C., Gylltoft, K., Lundgren, K., and Plos, M. (2006). “Effect of corrosion on bond in reinforced concrete under cyclic loading.” Cement Concr. Res., 36(3), 548–555.
FEMA. (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA 356, Washington, DC.
Goksu, C. (2012). “Seismic behavior of RC columns with corroded plain and deformed reinforcing bars.” Ph.D. thesis, Istanbul Technical Univ., Istanbul, Turkey.
Goksu, C., Binbir, E., Ilki, A., and Kumbasar, N. (2009). “Seismic behavior of RC columns with corroded deformed reinforcing bars.” Proc., Asian-Pacific Network of Centers for Earthquake Engineering Research Workshop, Asian-Pacific Network of Centers for Earthquake Engineering Research, Urbana, IL.
Inci, P. (2011). “Effects of reinforcement corrosion on the seismic performance of RC frame buildings.” M.S. thesis, Istanbul Technical Univ., Istanbul, Turkey.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 114(8), 1804–1826.
Mangat, P. S., and Elgarf, M. S. (1999). “Bond characteristics of corroding reinforcement in concrete beams.” Mater. Struct., 32(2), 89–97.
Palsson, R., and Saeed, M. M. (2002). “Mechanical response of corroded steel reinforcement of abandoned concrete bridge.” ACI Struct. J., 99(2), 157–162.
Pantazopoulou, S. J., Bonacci, J. F., Sheikh, S., Thomas, M. D. A., and Hearn, N. (2001). Repair of corrosion damaged columns with FRP wraps.” J. Compos. Constr., 5(1), 3–11.
PERFORM-3D 4.0.3 [Computer software]. Berkeley, CA, Computers and Structures.
Rodriguez, J., Ortega, L. M., and Casal, J. (1997). “Load carrying capacity of concrete structures with corroded reinforcement.” Construct. Build. Mater., 11(4), 239–248.
Stewart, M. G., and Al-Harthy, A. (2008). “Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis.” Reliab. Eng. Syst. Saf., 93(3), 373–382.
Turkish Seismic Design Code (TSDC). (2007). Regulations for buildings to be constructed in earthquake prone areas, Ankara, Turkey.
Tuutti, K. (1982). Corrosion of steel in concrete, Swedish Cement and Concrete Research Institute, Stockholm, Sweden.
Vořechovská, D., Břetislav, T., and Chromá, M. (2010). “Probabilistic assessment of concrete structure durability under reinforcement corrosion attack.” J. Perform. Constr. Facil., 24(6), 571–579.
Wang, X. H., and Liu, X. L. (2010). “Simplified methodology for the evaluation of the residual strength of corroded reinforced concrete beams.” J. Perform. Constr. Facil., 24(2), 108–119.
XTRACT 3.0.8 [Computer software]. Rancho Cordova, CA, TRC.
Zhang, R., Castel, A., and François, R. (2009). “The corrosion pattern of reinforcement and its influence on serviceability of reinforced concrete members in chloride environment.” Cement Concr. Res., 39(11), 1077–1086.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 6December 2013
Pages: 683 - 696

History

Received: Jan 10, 2012
Accepted: Jul 23, 2012
Published online: Aug 8, 2012
Published in print: Dec 1, 2013

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Authors

Affiliations

Ph.D. Candidate, Civil Engineering Faculty, Structural and Earthquake Engineering Laboratory, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey (corresponding author). E-mail: [email protected]
Caglar Goksu
Postdoctoral Researcher, Civil Engineering Faculty, Structural and Earthquake Engineering Laboratory, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey.
Alper Ilki
Professor, Civil Engineering Faculty, Structural and Earthquake Engineering Laboratory, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey.
Nahit Kumbasar
Professor, Civil Engineering Faculty, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey.

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