Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion
Publication: Journal of Bridge Engineering
Volume 29, Issue 8
Abstract
In this study, three reinforced concrete (RC) columns with and without corrosion and different reinforcement details are tested under lateral cyclic loading. One of these columns is well-confined to represent modern RC bridge piers that are designed according to the current seismic design codes, and the second column has the same detail with corrosion damage. The third column is a lightly confined corroded column to represent aging RC bridge piers that are not designed to the current seismic design codes. The experimental results showed that corrosion significantly impacts the ductility loss more than the strength loss of the tested corroded columns. In addition, although the uncorroded column was designed according to the current seismic design code, severe inelastic buckling in the vertical bars was observed during the cyclic tests.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors thank Network Rail for their professional and financial support for this research. Furthermore, the authors acknowledge the support received by the UK Engineering and Physical Sciences Research Council for funding the experimental program under Grant No. EP/R039178/1. The experiments were conducted in the LSTL, which is part of the Collaboratorium for Research on Infrastructure and Cities National Infrastructure Laboratory, based at the University of Southampton. The help of Andrew Morgan, LSTL Technician, in setting-up the experiment is gratefully acknowledged.
References
ACI (American Concrete Institute). 2013. Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. ACI 374.2R-13. Farmington Hills, MI: ACI.
Al-Kamaki, Y. S. S. 2021. “Ultimate strain models derived using a Digital Image Correlation (DIC) system for preloaded RC columns subjected to heating and cooling and confined with CFRP sheets.” J. Build. Eng. 41: 102306. https://doi.org/10.1016/j.jobe.2021.102306.
Aminulai, H. O., A. F. Robinson, N. S. Ferguson, and M. M. Kashani. 2023a. “Impact of corrosion on axial load capacity of ageing low-strength reinforced concrete columns with different confinement ratios.” Constr. Build. Mater. 384: 131355. https://doi.org/10.1016/j.conbuildmat.2023.131355.
Aminulai, H. O., A. F. Robinson, N. S. Ferguson, and M. M. Kashani. 2023b. “Nonlinear behaviour of corrosion damaged low-strength short reinforced concrete columns under compressive axial cyclic loading.” Eng. Struct. 289: 116245. https://doi.org/10.1016/j.engstruct.2023.116245.
Angst, U. M. 2018. “Challenges and opportunities in corrosion of steel in concrete.” Mater. Struct. 51 (1): 1–20. https://doi.org/10.1617/s11527-017-1131-6.
Aquino, W., and N. M. Hawkins. 2007. “Seismic retrofitting of corroded reinforced concrete columns using carbon composites.” ACI Struct. J. 104 (3): 348.
ASCE. 2021. Report card for America’s infrastructure. New York: ASCE.
Barker, G., G. Beardsley, and A. Parsons. 2014. “The National Audit Office’s value-for-money assessment of transport investments.” Discussion Paper No. 2014-12 Prepared for the Roundtable: Ex-post Assessment of Transport Investments and Policy Interventions. London, UK: The National Audit Office.
Biondini, F., E. Camnasio, and A. Titi. 2015. “Seismic resilience of concrete structures under corrosion.” Earthquake Eng. Struct. Dyn. 44 (14): 2445–2466. https://doi.org/10.1002/eqe.2591.
Blandon, C. A., and M. J. N. Priestley. 2005. “Equivalent viscous damping equations for direct displacement based design.” J. Earthquake Eng. 9 (sup2): 257–278. https://doi.org/10.1142/S1363246905002390.
Broomfield, J. P. 2023. Corrosion of steel in concrete: Understanding, investigation and repair. Boca Raton, FL: CRC Press.
Camnasio, E. 2013. “Lifetime performance and seismic resilience of concrete structures exposed to corrosion.” Ph.D thesis, Dept. of Civil and Environmental Engineering, Polytechnic University of Milan, Italy.
CEN (European Committee for Standardization). 2004. Eurocode 2: Design of concrete structures—Part 2: Concrete bridges—design and detailing rules (BS EN 1992-2:2005). Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Eurocode 8: Design provisions of structures for earthquake resistance—Part 2: Bridges (EN1998-2: 2005). Brussels, Belgium: CEN.
Chan, K. S., and J. D. Cryer. 2008. Time series analysis with applications in R. 2nd ed. New York: Springer.
Dhakal, R. P., and K. Maekawa. 2002. “Reinforcement stability and fracture of cover concrete in reinforced concrete members.” J. Struct. Eng. 128 (10): 1253–1262. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:10(1253).
Di Carlo, F., A. Meda, and Z. Rinaldi. 2023. “Structural performance of corroded RC beams.” Eng. Struct. 274: 115117. https://doi.org/10.1016/j.engstruct.2022.115117.
Dizaj, E. A., R. Madandoust, and M. M. Kashani. 2018a. “Probabilistic seismic vulnerability analysis of corroded reinforced concrete frames including spatial variability of pitting corrosion.” Soil Dyn. Earthquake Eng. 114: 97–112. https://doi.org/10.1016/j.soildyn.2018.07.013.
Dizaj, E. A., R. Madandoust, and M. M. Kashani. 2018b. “Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures.” Struct. Infrastruct. Eng. 14 (6): 714–729. https://doi.org/10.1080/15732479.2017.1359631.
Dizaj, E. A., M. R. Salami, and M. M. Kashani. 2023. “Seismic vulnerability analysis of irregular multi-span concrete bridges with different corrosion damage scenarios.” Soil Dyn. Earthquake Eng. 165: 107678. https://doi.org/10.1016/j.soildyn.2022.107678.
Du, Y. G., L. A. Clark, and A. H. C. Chan. 2005a. “Residual capacity of corroded reinforcing bars.” Mag. Conc. Res. 57 (3): 135–147. https://doi.org/10.1680/macr.2005.57.3.135.
Du, Y. G., L. A. Clark, and A. H. C. Chan. 2005b. “Effect of corrosion on ductility of reinforcing bars.” Mag. Conc Res 57 (7): 407–419. https://doi.org/10.1680/macr.2005.57.7.407.
El Maaddawy, T. A., and K. A. Soudki. 2003. “Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete.” J. Mater. Civ. Eng. 15 (1): 41–47. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:1(41).
GCM, Gaal. 2004. “Prediction of deterioration of concrete.” Ph.D. thesis, Dept. of Civil Engineering and Geosciences, University of Delft.
Ge, X., M. S. Dietz, N. A. Alexander, and M. M. Kashani. 2020. “Nonlinear dynamic behaviour of severely corroded reinforced concrete columns: Shaking table study.” Bull. Earthquake Eng. 18 (4): 1417–1443. https://doi.org/10.1007/s10518-019-00749-3.
Ghosh, J., and J. E. Padgett. 2010. “Aging considerations in the development of time-dependent seismic fragility curves.” J. Struct. Eng. 136 (12): 1497–1511. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000260.
Imperatore, S., Z. Rinaldi, and C. Drago. 2017. “Degradation relationships for the mechanical properties of corroded steel rebars.” Constr. Build. Mater. 148: 219–230. https://doi.org/10.1016/j.conbuildmat.2017.04.209.
Kashani, M. M. 2017. “Size effect on inelastic buckling behavior of accelerated pitted corroded bars in porous media.” J. Mater. Civ. Eng. 29 (7): 04017022. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001853.
Kashani, M. M., P. Alagheband, R. Khan, and S. Davis. 2015a. “Impact of corrosion on low-cycle fatigue degradation of reinforcing bars with the effect of inelastic buckling.” Int. J. Fatigue 77: 174–185. https://doi.org/10.1016/j.ijfatigue.2015.03.013.
Kashani, M. M., A. J. Crewe, and N. A. Alexander. 2013. “Nonlinear cyclic response of corrosion-damaged reinforcing bars with the effect of buckling.” Constr. Build. Mater. 41: 388–400. https://doi.org/10.1016/j.conbuildmat.2012.12.011.
Kashani, M. M., A. J. Crewe, and N. A. Alexander. 2017. “Structural capacity assessment of corroded RC bridge piers.” Proc. Inst. Civ. Eng.: Bridge Eng. 170 (1): 28–41. https://doi.org/10.1680/jbren.15.00023.
Kashani, M. M., L. N. Lowes, A. J. Crewe, and N. A. Alexander. 2015b. “Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation.” Comput. Struct. 156: 58–71. https://doi.org/10.1016/j.compstruc.2015.04.005.
Kashani, M. M., J. Maddocks, and E. A. Dizaj. 2019. “Residual capacity of corroded reinforced concrete bridge components: State-of-the-art review.” J. Bridge Eng. 24 (7): 03119001. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001429.
Lee, H.-S., and Y.-S. Cho. 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. https://doi.org/10.1007/s10704-009-9334-7.
Lee, H.-S., T. Kage, T. Noguchi, and F. Tomosawa. 2003. “An experimental study on the retrofitting effects of reinforced concrete columns damaged by rebar corrosion strengthened with carbon fiber sheets.” Cem. Concr. Res. 33 (4): 563–570. https://doi.org/10.1016/S0008-8846(02)01004-9.
Li, C., H. Hao, H. Li, and K. Bi. 2015. “Seismic fragility analysis of reinforced concrete bridges with chloride induced corrosion subjected to spatially varying ground motions.” Int. J. Struct. Stab. Dyn. 6: 1–27.
Liu, G., J. Cong, P. Wang, S. Du, L. Wang, and R. Chen. 2022. “Study on vertical vibration and transmission characteristics of railway ballast using impact hammer test.” Constr. Build. Mater. 316: 125898. https://doi.org/10.1016/j.conbuildmat.2021.125898.
Liu, X., H. Jiang, and L. He. 2017. “Experimental investigation on seismic performance of corroded reinforced concrete moment-resisting frames.” Eng. Struct. 153: 639–652. https://doi.org/10.1016/j.engstruct.2017.10.034.
Ma, Y., Y. Che, and J. Gong. 2012. “Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading.” Constr. Build. Mater. 29: 548–556. https://doi.org/10.1016/j.conbuildmat.2011.11.002.
Meda, A., S. Mostosi, Z. Rinaldi, and P. Riva. 2014. “Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns.” Eng. Struct. 76: 112–123. https://doi.org/10.1016/j.engstruct.2014.06.043.
Otieno, M., G. Golden, M. G. Alexander, and H. Beushausen. 2019. “Acceleration of steel corrosion in concrete by cyclic wetting and drying: Effect of drying duration and concrete quality.” Mater. Struct. 52 (2): 1–14. https://doi.org/10.1617/s11527-019-1349-6.
Rajput, A. S., and U. K. Sharma. 2018. “Corroded reinforced concrete columns under simulated seismic loading.” Eng. Struct. 171: 453–463. https://doi.org/10.1016/j.engstruct.2018.05.097.
Rao, A. S., M. D. Lepech, and A. Kiremidjian. 2017. “Development of time-dependent fragility functions for deteriorating reinforced concrete bridge piers.” Struct. Infrastruct. Eng. 13 (1): 67–83. https://doi.org/10.1080/15732479.2016.1198401.
Rinaldi, Z., F. Di Carlo, S. Spagnuolo, and A. Meda. 2022. “Influence of localised corrosion on the cyclic response of reinforced concrete columns.” Eng. Struct. 256: 114037. https://doi.org/10.1016/j.engstruct.2022.114037.
Sun, Z., Y. Zheng, Y. Sun, X. Shao, and G. Wu. 2023. “Deformation ability of precast concrete columns reinforced with steel-FRP composite bars (SFCBs) based on the DIC method.” J. Build. Eng. 68: 106083. https://doi.org/10.1016/j.jobe.2023.106083.
Verboven, P., P. Guillaume, B. Cauberghe, S. Vanlanduit, and E. Parloo. 2005. “A comparison of frequency-domain transfer function model estimator formulations for structural dynamics modelling.” J. Sound Vib. 279 (3–5): 775–798. https://doi.org/10.1016/j.jsv.2003.11.046.
Yang, S.-Y., X.-B. Song, H.-X. Jia, X. Chen, and X.-L. Liu. 2016. “Experimental research on hysteretic behaviors of corroded reinforced concrete columns with different maximum amounts of corrosion of rebar.” Constr. Build. Mater. 121: 319–327. https://doi.org/10.1016/j.conbuildmat.2016.06.002.
Yuan, W., A. Guo, and H. Li. 2017. “Experimental investigation on the cyclic behaviors of corroded coastal bridge piers with transfer of plastic hinge due to non-uniform corrosion.” Soil Dyn. Earthquake Eng. 102: 112–123. https://doi.org/10.1016/j.soildyn.2017.08.019.
Zhang, Y.-Q., J.-X. Gong, Q. Zhang, and S. Han. 2017. “Equivalent damping ratio model of flexure-shear critical RC columns.” Eng. Struct. 130: 52–66. https://doi.org/10.1016/j.engstruct.2016.10.003.
Information & Authors
Information
Published In
Copyright
© 2024 American Society of Civil Engineers.
History
Received: May 31, 2023
Accepted: Jan 6, 2024
Published online: May 17, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 17, 2024
ASCE Technical Topics:
- Bridge engineering
- Bridges
- Bridges (by material)
- Columns
- Concrete
- Concrete bridges
- Concrete columns
- Corrosion
- Deterioration
- Earthquake engineering
- Engineering fundamentals
- Engineering materials (by type)
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Materials characterization
- Materials engineering
- Piers
- Ports and harbors
- Reinforced concrete
- Seismic design
- Seismic tests
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
- Water and water resources
Authors
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.