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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 19, 2023 - Issue 11
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Article

An overview on finite element-modelling techniques for structural capacity assessment of corroded reinforced concrete structures

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Pages 1585-1599 | Received 17 Feb 2021, Accepted 13 Jan 2022, Published online: 28 Feb 2022

References

  • Afsar, E., Madandoust, R., & Kashani, M. (2018). Modelling the effect of corrosion on failure modes of RC Columns subject to lateral seismic loading. 16th European Conference on Earthquake Engineering, 18–21 June, Thessaloniki, Greece.
  • Almusallam, A. (2001). Effect of degree of corrosion on the properties of reinforcing steel bars. Construction and Building Materials, 15(8), 361–368. doi:10.1016/S0950-0618(01)00009-5
  • Al-Sulaimani, G., Kaleemullah, M., Basunbul, I., & Rasheeduzafar, I. (1990). Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. ACI Structural Journal, 87(2), 220–231.
  • Andrade, C., Alonso, C., Garcia, D., & Rodriguez, J. (1991). Remaining life time of reinforced concrete structures: Effect of corrosion on the mechanical properties of steel. In Life prediction of corrodible structures (pp. 12/1–1211). Cambridge, UK: NACE.
  • Andrade, C., Cesetti, A., Mancini, G., & Tondolo, F. (2016). Estimating corrosion attack in reinforced concrete by means of crack opening. Structural Concrete, 17(4), 533–540. doi:10.1002/suco.201500114
  • Apostolopoulos, C.A., & Papadakis, V.G. (2008). Consequences of steel corrosion on the ductility properties of reinforcement bar. Construction and Building Materials, 22(12), 2316–2324. doi:10.1016/j.conbuildmat.2007.10.006
  • Belarbi, A., & Hsu, T. (1995). Constitutive laws of softened concrete in biaxial tension-compression. ACI Journal, 92(5), 562–573.
  • Belletti, B., Vecchi, F., Bandini, C., Andrade, C., & Sanchez, J. (2020). Numerical evaluation of the corrosion effects in prestressed concrete beams without shear reinforcement. Structural Concrete, 21(4).
  • Bhargava, K., Ghosh, A. K., Mori, Y., & Ramanujam, S. (2006). Model for cover cracking due to rebar corrosion in RC structures. Engineering Structures, 28(8), 1093–1109. doi:10.1016/j.engstruct.2005.11.014
  • Biondini, F., & Vergani, M. (2012). Damage modeling and nonlinear analysis of concrete bridges under corrosion. In Bridge maintenance, safety, management, resilience and sustainability (pp. 941–947). London, UK: Routledge.
  • Cairns, J., Plizzari, G.A., Du, Y., Law, D.W., & Franzoni, C. (2005). Mechanical properties of corrosion damaged reinforcement. ACI Material Journal, 102(4), 256–264.
  • Castel, A., François, R., & Arliguie, G. (2000). Mechanical behavior of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams. Materials and Structures, 33(9), 539–544. doi:10.1007/BF02480533
  • Celik, A., Yalciner, H., Kumbasaroglu, A., & Ihsan Turan, A. (2020). Cyclic Loading Test on Highly Corroded Reinforced Concrete Columns. Proceedings of the fib CACRCS DAYS 2020 - Capacity Assessment of Corroded, 1-4 December 2020.
  • Chung, L., Cho, S.-H., Kim, J.-H J., & Yi, S.T. (2004). Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars. Engineering Structures, 26(8), 1013–1026. doi:10.1016/j.engstruct.2004.01.008
  • Coronelli, D. (1998). Bar corrosion in steel-concrete bond: Material and structural effects in RC (Doctoral dissertation). Politecnico di Milano, Italy.
  • Coronelli, D., & Gambarova, P. (2004). Structural assessment of corroded reinforced concrete beams: Modeling guidelines. Journal of Structural Engineering, 130(8), 1214–1224. doi:10.1061/(ASCE)0733-9445(2004)130:8(1214)
  • Darmawan, M.S., & Stewart, M.G. (2006). Effect of spatially variable pitting corrosion on structural reliability of prestressed concrete bridge girders. Australian Journal of Structural Engineering, 6(2), 147–158. doi:10.1080/13287982.2006.11464951
  • Du, Y.G., Clark, L.A., & Chan, A.H.C. (2005, April 3). Residual capacity of corroded reinforcing bars. Magazine of Concrete Research, 57, 135–147.
  • DuraCrete. (2000). Probabilistic performance based durability design of concrete structures. Final Technical Report, Project BE95-1347, Document BE95-1347/R17. The European Union–Brite EuRam III.
  • Feng, Q., Visintin, P., & Oehlers, D.J. (2016). Deterioration of bond–slip due to corrosion of steel reinforcement in reinforced concrete. Magazine of Concrete Research, 68(15), 768–781. doi:10.1680/jmacr.15.00217
  • Fernandez, I., Bairán, J.M., & Marí, A. (2016). Mechanical model to evaluate steel reinforcement corrosion effects on s-e and fatigue curves. Experimental calibration and validation. Engineering Structures, 118, 320–333. doi:10.1016/j.engstruct.2016.03.055
  • fib Bulletin N°10. (2000). Bond of reinforcement in concrete. State of the art report. Federation Internationale du Beton (fib), Lausanne, Switzerland.
  • fib Bulletin N°34. (2006). Model code for serviceability life design. Federation International du Beton, Laussanne, Switzerland.
  • Gehlen, C., Mayer, T. F., & Greve, S. (2012). Beton Kalender 2011: Lebensdauerbemessung. Hoboken, NJ: Ernst & Sohn.
  • Gonzalez, J.A., Andrade, C., Alonso, C., & Feliu, S. (1995). Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement. Cement and Concrete Research, 25(2), 257–264. doi:10.1016/0008-8846(95)00006-2
  • Kagermanov, A. (2019). Finite element analysis of shear failure of reinforced and prestressed concrete beams. Hormigón y Acero (ACHE), 70(287), 75–84.
  • Kagermanov, A., & Ceresa, P. (2016). Physically-based cyclic tensile model for RC membrane elements. Journal of Structural Engineering, 142(12), 04016118. doi:10.1061/(ASCE)ST.1943-541X.0001590
  • Kagermanov, A., & Ceresa, P. (2017). Fiber-section model with an exact shear strain distribution for RC frame elements. Journal of Structural Engineering, 143(10), 04017132. doi:10.1061/(ASCE)ST.1943-541X.0001839
  • Kashani, M., Crewe, A., & Nicholas, A. (2013). Nonlinear stress–strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling. Engineering Structures, 48, 417–429. doi:10.1016/j.engstruct.2012.09.034
  • Lavorato, D., Fiorentino, G., Pelle, A., Rasulo, A., Bergami, A.V., Briseghella, B., & Nuti, C. (2020). A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections. Structural Concrete, 21(5), 1732–1746.
  • Lundgren, K., Kettil, P., Zandi, K., Schlune, H., & San Roman, A.S. (2012). Analytical Model for the Bond-Slip Behavior of Corroded Ribbed Reinforcement. Structure and Infrastructure Engineering, 8(2), 157–169. doi:10.1080/15732470903446993
  • Ma, Y., Guo, Z., Wang, L., & Zhang, J. (2020). Probabilistic life prediction for reinforced concrete structures subjected to seasonal corrosion-fatigue damage. Journal of Structural Engineering, 146(7), 04020117. doi:10.1061/(ASCE)ST.1943-541X.0002666
  • Maaddawy, T., Soudki, K., & Topper, T. (2005). Analytical model to predict nonlinear flexural behavior of corroded reinforced concrete beams. ACI Structural Journal, 102(4), 550–559.
  • Meda, A., Mostosi, S., Rinaldi, Z., & Riva, P. (2014). Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns. Engineering Structures, 76, 112–123. doi:10.1016/j.engstruct.2014.06.043
  • Molina, F.J., Alonso, C., & Andrade, C. (1993). Cover cracking as a function of rebar corrosion 2—Numerical model. Materials and Structures, 26(9), 532–548. doi:10.1007/BF02472864
  • Morinaga, S. (1996). Remaining life of reinforced concrete structures after corrosion cracking. In C. Jostrom (Ed.), Durability of buildings materials and components (pp 127–137). London, UK: E&FN Spon.
  • Osterminski, K., & Schießl, P. (2012). Design model for reinforcement corrosion. Structural Concrete, 13(3), 156–165. doi:10.1002/suco.201200003
  • Ou, Y.-C., Tsai, L.-L., & Chen, H.-H. (2012). Cyclic performance of large-scale corroded reinforced concrete beams. Earthquake Engineering & Structural Dynamics, 41(4), 593–604. doi:10.1002/eqe.1145
  • Rodriguez, J., Ortega, L.M., & Casal, J. (1997). Load carrying capacity of concrete structures with corroded reinforcement. Construction and Building Materials, 11(4), 239–248. doi:10.1016/S0950-0618(97)00043-3
  • Rodriguez, J., Ortega, L.M., Casal, J., & Diez, J.M. (1996). Corrosion of reinforcement and service life of concrete structures. In C. Jostrom (Ed.), Durability of buildings materials and components (pp. 117–126). London, UK: E&FN Spon.
  • Stewart, M.G., & Al-Harthy, A. (2008). Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis. Reliability Engineering & System Safety, 93(3), 373–382. doi:10.1016/j.ress.2006.12.013
  • Val, D., Stewart, M.G., & Melchers, R.E. (1998). Effect of reinforcement corrosion on reliability of highway bridges. Engineering Structures, 20(11), 1010–1019. doi:10.1016/S0141-0296(97)00197-1
  • Val, D.V., & Melchers, R.E. (1997). Reliability of deteriorating RC slab bridges. Journal of Structural Engineering, 123(12), 1638–1644. doi:10.1061/(ASCE)0733-9445(1997)123:12(1638)
  • Vecchi F., Belletti B., Franceschini L., Andrade C., Rodriguez J., & Sánchez Montero J. (2020). Flexural Tests on Prestressed Beams Exposed to Natural Chloride Action. Proceedings of the fib CACRCS DAYS 2020-Capacity Assessment of Corroded, 1-4 December 2020.
  • Vecchio, F., & Collins, M. (1986). The modified compression field theory for RC elements subjected to shear. ACI Journal, 9, 82–S22.
  • Vidal, T., Castel, A., & Francois, R. (2004). Analyzing crack width to predict corrosion in reinforced concrete. Cement and Concrete Research, 34(1), 165–174. doi:10.1016/S0008-8846(03)00246-1
  • Zandi, H.K., Kettil, P., & Lundgren, K. (2011). Analysis of mechanical behavior of corroded reinforced concrete structures. ACI Structural Journal, 108(5), 532–541.