Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures
Publication: Journal of Structural Engineering
Volume 148, Issue 3
Abstract
The durability of older reinforced concrete structures is significantly affected by corrosion of the steel reinforcing bars, and assessing the seismic capacity of such corroded RC structures is a challenging task. A simplified mechanics-based assessment procedure was developed to account for the effect of corrosion on the residual strength and displacement capacity of corroded RC members. The procedure was verified against a large database of experimental results from the available literature. A case study of a severely corroded RC building in New Zealand, constructed in 1928, was assessed using the proposed methodology. Although no change in failure mechanism was found, the overall displacement capacity of the building was 25% lower than the assessed uncorroded condition. Long-term corrosion effects were investigated for the case study building assuming no remediation of corroded reinforcing bars. It was found that the displacement capacity would be significantly reduced via the formation of story collapse at less than 1% drift after 30 years of continued corrosion deterioration if no remediation was made.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available in a repository online in accordance with funder data retention policies. The developed database of experimental results and the associated predicted results from the present study are published as an online database in DesignSafe-CI (Nataraj et al. 2020).
Acknowledgments
The authors acknowledge QuakeCoRE, a New Zealand Tertiary Education Commission–funded center for partially funding this work. This is QuakeCoRE Publication No. 0572. The authors also acknowledge Compusoft Engineering for providing drawings of the case study building and Elemental Construction Solutions (ECS) for providing access to the case study building for site investigation. In addition, the first author would like to acknowledge the Ph.D. stipend support from Natural Hazards Research Platform (NHRP Project No. 3711403).
References
ACI (American Concrete Institute). 2014. Rehabilitation of structure with reinforcement section loss. ACI 364.10T. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.
Almusallam, A. A. 2001. “Effect of degree of corrosion on the properties of reinforcing steel bars.” Constr. Build. Mater. 15 (8): 361–368. https://doi.org/10.1016/S0950-0618(01)00009-5.
Al-Sulaimani, G. J., M. Kaleemullah, and I. A. Basunnul. 1990. “Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members.” ACI Struct. J. 87 (2): 220–231.
Andisheh, K., A. Scott, and A. Palermo. 2016a. “Modeling the influence of pitting corrosion on the mechanical properties of steel reinforcement.” Mater. Corros. 67 (11): 1220–1234. https://doi.org/10.1002/maco.201508795.
Andisheh, K., A. Scott, and A. Palermo. 2016b. “Seismic behavior of corroded RC bridges: Review and research gaps.” Int. J. Corros. 2016 (May): 1–22. https://doi.org/10.1155/2016/3075184.
Andisheh, K., A. Scott, and A. Palermo. 2021. “Effects of corrosion on stress–Strain behavior of confined concrete.” J. Struct. Eng. 147 (7): 04021087. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003005.
Apostolopoulos, C. A. 2007. “Mechanical behavior of corroded reinforcing steel bars S500s tempcore under low cycle fatigue.” Constr. Build. Mater. 21 (7): 1447–1456. https://doi.org/10.1016/j.conbuildmat.2006.07.008.
Apostolopoulos, C. A., S. Demis, and V. G. Papadakis. 2013. “Chloride-induced corrosion of steel reinforcement: Mechanical performance and pit depth analysis.” Constr. Build. Mater. 38 (1): 139–146. https://doi.org/10.1016/j.conbuildmat.2012.07.087.
Apostolopoulos, C. A., G. Diamantogiannis, and A. C. Apostolopoulos. 2016. “Assessment of the mechanical behavior in dual-phase steel B 400 C, B 450 C, and B 500 B in a marine environment.” J. Mater. Civ. Eng. 28 (2): 04015097. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001271.
Apostolopoulos, C. A., and V. G. Papadakis. 2008. “Consequences of steel corrosion on the ductility properties of reinforcement bar.” Constr. Build. Mater. 22 (12): 2316–2324. https://doi.org/10.1016/j.conbuildmat.2007.10.006.
Apostolopoulos, C. A., and M. P. Papadopoulos. 2007. “Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400.” Constr. Build. Mater. 21 (4): 855–864. https://doi.org/10.1016/j.conbuildmat.2005.12.012.
ASCE. 2017. Seismic evaluation and retrofit of existing buildings. ASCE/SEI 41. Reston, VA: ASCE.
ASTM 2020. Standard test method for obtaining and testing drilled cores and sawed beams of concrete. ASTM C42. West Conshohocken, PA: ASTM.
Azad, A. K., S. Ahmad, and S. A. Azher. 2007. “Residual strength of corrosion-damaged reinforced concrete beams.” ACI Mater. J. 104 (1): 40.
Azam, R., and K. Soudki. 2012. “Structural performance of shear-critical RC deep beams with corroded longitudinal steel reinforcement.” Cem. Concr. Compos. 34 (8): 946–957. https://doi.org/10.1016/j.cemconcomp.2012.05.003.
Berto, L., R. Vitaliani, A. Saetta, and P. Simioni. 2009. “Seismic assessment of existing RC structures affected by degradation phenomena.” Struct. Saf. 31 (4): 284–297. https://doi.org/10.1016/j.strusafe.2008.09.006.
Bhargava, K., A. K. Ghosh, Y. Mori, and S. Ramanujam. 2007. “Models for corrosion-induced bond strength degradation in reinforced concrete.” ACI Mater. J. 104 (6): 594. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:2(221.
Bicer, K., H. Yalciner, A. P. Balkıs, and A. Kumbasaroglu. 2018. “Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers.” Const. Build. Mater. 185 (10): 574–588. https://doi.org/10.1016/j.conbuildmat.2018.07.021.
Bothara, J., D. Beetham, D. Brunsdon, M. Stannard, R. Brown, C. Hyland, W. Lewis, S. Miller, R. Sanders, and Y. Sulistio. 2010. “General observations of effects of the 30th September 2009 Padang earthquake, Indonesia.” Bull. N. Z. Soc. Earthquake Eng. 43 (3): 143.
Bru, D., A. González, F. J. Baeza, and S. Ivorra. 2018. “Seismic behavior of 1960’s RC buildings exposed to marine environment.” Eng. Fail. Anal. 90 (8): 324–340. https://doi.org/10.1016/j.engfailanal.2018.02.011.
Cairns, J., G. A. Plizzari, Y. Du, D. W. Law, and C. Franzoni. 2005. “Mechanical properties of corrosion-damaged reinforcement.” ACI Mater. J. 102 (4): 256.
Castel, A., R. François, and G. Arliguie. 2000. “Mechanical behaviour of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams.” Mater. Struct. 33 (9): 539–544. https://doi.org/10.1007/BF02480533.
Di Carlo, F., A. Meda, and Z. Rinaldi. 2017. “Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns.” Eng. Struct. 153 (Sep): 264–278. https://doi.org/10.1016/j.engstruct.2017.10.020.
Di Sarno, L., and F. Pugliese. 2020. “Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars.” Bull. Earthquake Eng. 18 (9): 4227–4273. https://doi.org/10.1007/s10518-020-00854-8.
Di Sarno, L., and F. Pugliese. 2021. “Effects of mainshock-aftershock sequences on fragility analysis of RC buildings with ageing.” Eng. Struct. 232 (4): 111837. https://doi.org/10.1016/j.engstruct.2020.111837.
Dong, W., Y. Murakami, H. Oshita, S. Suzuki, and T. Tsutsumi. 2011. “Influence of both stirrup spacing and anchorage performance on residual strength of corroded RC beams.” J. Adv. Concr. Technol. 9 (3): 261–275. https://doi.org/10.3151/jact.9.261.
Du, Y. G., L. A. Clark, and A. H. C. Chan. 2005a. “Effect of corrosion on ductility of reinforcing bars.” Mag. Concr. Res. 57 (7): 407–419. https://doi.org/10.1680/macr.2005.57.7.407.
Du, Y. G., L. A. Clark, and A. H. C. Chan. 2005b. “Residual capacity of corroded reinforcing bars.” Mag. Concr. Res. 57 (3): 135–147. https://doi.org/10.1680/macr.2005.57.3.135.
Elghazy, M., A. El Refai, U. Ebead, and A. Nanni. 2018. “Post-repair flexural performance of corrosion-damaged beams rehabilitated with fabric-reinforced cementitious matrix (FRCM).” Constr. Build. Mater. 166 (3): 732–744. https://doi.org/10.1016/j.conbuildmat.2018.01.128.
Elghazy, M., A. El Refai, U. A. Ebead, and A. Nanni. 2017. “Effect of corrosion damage on the flexural performance of RC beams strengthened with FRCM composites.” Comput. Struct. 180 (Nov): 994–1006. https://doi.org/10.1016/j.compstruct.2017.08.069.
El Maaddawy, T., K. Soudki, and T. Topper. 2005. “Long-term performance of corrosion-damaged reinforced concrete beams.” ACI Struct. J. 102 (5): 649.
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).
El-Sayed, A. K., R. R. Hussain, and A. B. Shuraim. 2016. “Influence of stirrup corrosion on shear strength of reinforced concrete slender beams.” ACI Struct. J. 113 (6): 1223–1232. https://doi.org/10.14359/51689147.
EQ-Assess Guidelines. 2018. The seismic assessment of existing buildings technical guidelines for engineering assessments. Wellington, New Zealand: New Zealand Society for Earthquake Engineering.
fib Model Code. 2013. fib model code for concrete structures 2010. Lausanne, Switzerland: International Federation for Structural Concrete.
Goksu, C., and A. Ilki. 2016. “Seismic behavior of reinforced concrete columns with corroded deformed reinforcing bars.” ACI Struct. J. 113 (5): 1053–1064. https://doi.org/10.14359/51689030.
Goksu, C., P. Inci, and A. Ilki. 2016. “Effect of corrosion on bond mechanism between extremely low-strength concrete and plain reinforcing bars.” J. Perform. Constr. Facil. 30 (3): 04015055. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000811.
Guo, A., H. Li, X. Ba, X. Guan, and H. Li. 2015. “Experimental investigation on the cyclic performance of reinforced concrete piers with chloride-induced corrosion in marine environment.” Eng. Struct. 105 (Oct): 1–11. https://doi.org/10.1016/j.engstruct.2015.09.031.
Hawileh, R. A., J. A. Abdalla, A. Al Tamimi, K. Abdelrahman, and F. Oudah. 2011. “Behavior of corroded steel reinforcing bars under monotonic and cyclic loadings.” Mech. Adv. Mater. Struct. 18 (3): 218–224. https://doi.org/10.1080/15376494.2010.499023.
Inci, P., C. Goksu, A. Ilki, and N. Kumbasar. 2013. “Effects of reinforcement corrosion on the performance of RC frame buildings subjected to seismic actions.” J. Perform. Constr. Facil. 27 (6): 683–696. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000378.
Kanchanadevi, A., and K. Ramanjaneyulu. 2018. “Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages.” Eng. Struct. 174 (Jul): 601–617. https://doi.org/10.1016/j.engstruct.2018.07.094.
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.
Kaushik, H. B., and S. K. Jain. 2007. “Impact of great December 26, 2004 Sumatra earthquake and tsunami on structures in Port Blair.” J. Perform. Constr. Facil. 21 (2): 128–142. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:2(128).
Kerswill, F. E. 1969. “Comments on some earthquake damaged buildings in New Zealand.” Bull. N. Z. Soc. Earthquake Eng. 2 (4): 483–489. https://doi.org/10.5459/bnzsee.2.4.483-489.
Khan, I., R. François, and A. Castel. 2014. “Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams.” Cem. Concr. Res. 56 (2): 84–96. https://doi.org/10.1016/j.cemconres.2013.11.006.
Lachemi, M., N. Al-Bayati, M. Sahmaran, and O. Anil. 2014. “The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams.” Eng. Struct. 79 (Nov): 1–12. https://doi.org/10.1016/j.engstruct.2014.07.044.
Li, D., R. Wei, F. Xing, L. Sui, Y. Zhou, and W. Wang. 2018. “Influence of Non-uniform corrosion of steel bars on the seismic behavior of reinforced concrete columns.” Constr. Build. Mater. 167 (4): 20–32. https://doi.org/10.1016/j.conbuildmat.2018.01.149.
Li, H., J. Wu, and Z. Wang. 2016. “Shear performance of reinforced concrete beams with corroded stirrups strengthened with carbon fiber-reinforced polymer.” ACI Struct. J. 113 (1): 51–62. https://doi.org/10.14359/51687913.
Lim, S., M. Akiyama, and D. M. Frangopol. 2016. “Assessment of the structural performance of corrosion-affected RC members based on experimental study and probabilistic modeling.” Eng. Struct. 127 (Nov): 189–205. https://doi.org/10.1016/j.engstruct.2016.08.040.
Ma, G., H. Li, and H. J. Hwang. 2018. “Seismic behavior of low-corroded reinforced concrete short columns in an over 20-year building structure.” Soil Dyn. Earthquake Eng. 106 (Dec): 90–100. https://doi.org/10.1016/j.soildyn.2017.12.006.
Ma, Y., Y. Che, and J. Gong. 2012. “Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading.” Constr. Build. Mater. 29 (Apr): 548–556. https://doi.org/10.1016/j.conbuildmat.2011.11.002.
Mak, M. W. T., P. Desnerck, and J. Lees. 2018. “Correlation between surface crack width and steel corrosion in reinforced concrete.” In Vol. 199 of Proc., Int. Conf. on Concrete Repair, Rehabilitation and Retrofitting. Paris: International Union of Laboratories and Experts in Construction Materials, Systems and Structures. https://doi.org/10.1051/matecconf/201819904009.
Mangat, P. S., and M. S. Elgarf. 1999. “Flexural strength of concrete beams with corroding reinforcement.” Struct. J. 96 (1): 149–158.
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 (Oct): 112–123. https://doi.org/10.1016/j.engstruct.2014.06.043.
Moreno, E., A. Cobo, and M. N. Gonzalez. 2016. “Effect of corrosion degree on different steel ductility parameters, based on ‘equivalent steel’ criterion.” Int. J. Struct. Integr. 7 (2): 260–276. https://doi.org/10.1108/IJSI-09-2014-0048.
Moreno, E., A. Cobo, G. Palomo, and M. N. González. 2014. “Mathematical models to predict the mechanical behavior of reinforcements depending on their degree of corrosion and the diameter of the rebars.” Constr. Build. Mater. 61 (Jun): 156–163. https://doi.org/10.1016/j.conbuildmat.2014.03.003.
Nataraj, S., L. Hogan, A. Scott, and J. Ingham. 2020. “Seismic assessment of corroded reinforced concrete structures: An experimental and prediction database.” DesignSafe-CI. https://doi.org/https://doi.org/10.17603/ds2-0mvh-b005.
NZS (New Zealand Standards). 1986. Methods of test for concrete. NZS 3112. Wellington, New Zealand: NZS.
NZS (New Zealand Standards). 2006. Concrete structures standard. NZS 3101. Wellington, New Zealand: NZS.
Opabola, E. A., and K. J. Elwood. 2018. “Comparative study on acceptance criteria for non-ductile reinforced concrete columns.” Bull. N. Z. Soc. Earthquake Eng. 51 (4): 183–196. https://doi.org/10.5459/bnzsee.51.4.183-196.
Opabola, E. A., K. J. Elwood, and S. Oliver. 2019. “Deformation capacity of reinforced concrete columns with smooth reinforcement.” Bull. Earthquake Eng. 17 (5): 2509–2532. https://doi.org/10.1007/s10518-018-00540-w.
Ou, Y. C., Y. T. T. Susanto, and H. Roh. 2016. “Tensile behavior of naturally and artificially corroded steel bars.” Constr. Build. Mater. 103 (Oct): 93–104. https://doi.org/10.1016/j.conbuildmat.2015.10.075.
Paulay, T., and M. J. N. Priestley. 1992. Seismic design of reinforced concrete and masonry buildings. New York: Wiley.
Priestley, M. J. N. 1997. “Displacement-based seismic assessment of reinforced concrete buildings.” J. Earthquake Eng. 1 (1): 157–192. https://doi.org/10.1080/13632469708962365.
Priestley, M. J. N., G. M. Calvi, and M. J. Kowalsky. 2007. Displacement-based seismic design of structures. Pavia, Italy: IUSS Press, Fondazione EUCENTRE.
Rao, A. S., M. D. Lepech, A. S. Kiremidjian, and X. Y. Sun. 2017. “Simplified structural deterioration model for reinforced concrete bridge piers under cyclic loading.” Struct. Infrastruct. Eng. 13 (1): 55–66. https://doi.org/10.1080/15732479.2016.1198402.
Reed, P., K. Schoonees, and J. Salmond. 2008. Historic concrete structures in New Zealand: Overview, maintenance and management. Wellington, New Zealand: Science & Technical Publishing.
Rodriguez, J., L. M. Ortega, and J. Casal. 1997. “Load carrying capacity of concrete structures with corroded reinforcement.” Constr. Build. Mater. 11 (4): 239–248. https://doi.org/10.1016/S0950-0618(97)00043-3.
Safkan, I., S. Sensoy, and Z. Cagnan. 2017. “Seismic behaviour of the old-type gravity load designed deteriorated RC buildings in Cyprus.” Eng. Fail. Anal. 82 (12): 198–207. https://doi.org/10.1016/j.engfailanal.2017.09.004.
Sezen, H., and J. P. Moehle. 2004. “Shear strength model for lightly reinforced concrete columns.” J. Struct. Eng. 130 (11): 1692–1703. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1692).
Shannag, M. J., and S. A. Al-Ateek. 2006. “Flexural behavior of strengthened concrete beams with corroding reinforcement.” Constr. Build. Mater. 20 (9): 834–840. https://doi.org/10.1016/j.conbuildmat.2005.01.059.
Sharma, K., L. Deng, and C. C. Noguez. 2016. “Field investigation on the performance of building structures during the April 25, 2015, Gorkha earthquake in Nepal.” Eng. Struct. 121 (Aug): 61–74. https://doi.org/10.1016/j.engstruct.2016.04.043.
Stewart, M. G. 2009. “Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams.” Struct. Saf. 31 (1): 19–30. https://doi.org/10.1016/j.strusafe.2007.12.001.
Tachibana, Y., Y. Kajikawa, and M. Kawamura. 1989. “The behaviour of RC beams damaged by corrosion of reinforcement.” Proc. Japan Soc. Civ. Eng. 402 (10): 105–114.
Torres-Acosta, A. A., and M. Martínez-Madrid. 2003. “Residual life of corroding reinforced concrete structures in marine environment.” J. Mater. Civ. Eng. 15 (4): 344–353. https://doi.org/10.1061/(ASCE)0899-1561(2003)15:4(344).
Torres-Acosta, A. A., S. Navarro-Gutierrez, and J. Terán-Guillén. 2007. “Residual flexure capacity of corroded reinforced concrete beams.” Eng. Struct. 29 (6): 1145–1152. https://doi.org/10.1016/j.engstruct.2006.07.018.
Triantafyllou, G. G., T. C. Rousakis, and A. I. Karabinis. 2018. “Effect of patch repair and strengthening with EBR and NSM CFRP laminates for RC beams with low, medium and heavy corrosion.” Composites, Part B 133 (1): 101–111. https://doi.org/10.1016/j.compositesb.2017.09.029.
TSDC (Turkish Seismic Design Code). 2018. Regulations for buildings to be constructed in earthquake prone areas. Ankara, Turkey: TSDC.
Uomoto, T., and S. Misra. 1988. “Behavior of concrete beams and columns in marine environment when corrosion of reinforcing bars takes place.” Spec. Publ. 109 (Aug): 127–146. https://doi.org/10.14359/2796.
Val, D. V., and R. E. Melchers. 1997. “Reliability of deteriorating RC slab bridges.” J. Struct. Eng. 123 (12): 1638–1644. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:12(1638).
Vecchio, C. D., R. Gentile, and S. Pampanin. 2017. The simple lateral mechanism analysis (SLaMA) for the seismic performance assessment of a case study building damaged in the 2011 Christchurch earthquake. Christchurch, New Zealand: Univ. of Canterbury.
Vu, N. S., and B. Li. 2018a. “Seismic performance assessment of corroded reinforced concrete short columns.” J. Struct. Eng. 144 (4): 04018018. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001994.
Vu, N. S., and B. Li. 2018b. “Seismic performance of flexural reinforced concrete columns with corroded reinforcement.” ACI Struct. J. 115 (5): 1253–1266. https://doi.org/10.14359/51702372.
Wang, L., Y. Ma, W. Ding, J. Zhang, and Y. Liu. 2015a. “Comparative study of flexural behavior of corroded beams with different types of steel bars.” J. Perform. Constr. Facil. 29 (6): 04014163. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000661.
Wang, L., X. Zhang, J. Zhang, Y. Ma, and Y. Liu. 2015b. “Effects of stirrup and inclined bar corrosion on shear behavior of RC beams.” Constr. Build. Mater. 98 (Nov): 537–546. https://doi.org/10.1016/j.conbuildmat.2015.07.077.
Wei-liang, J., and Z. Yu-xi. 2001. “Effect of corrosion on bond behavior and bending strength of reinforced concrete beams.” J. Zhejiang Univ.-Sci. A 2 (3): 298–308. https://doi.org/10.1631/jzus.2001.0298.
Xia, J., W. L. Jin, and L. Y. Li. 2011. “Shear performance of reinforced concrete beams with corroded stirrups in chloride environment.” Corros. Sci. 53 (5): 1794–1805. https://doi.org/10.1016/j.corsci.2011.01.058.
Xu, J. G., D. C. Feng, G. Wu, D. M. Cotsovos, and Y. Lu. 2020. “Analytical modeling of corroded RC columns considering flexure-shear interaction for seismic performance assessment.” Bull. Earthquake Eng. 18 (5): 2165–2190. https://doi.org/10.1007/s10518-019-00770-6.
Xu, S., Z. Zhang, R. Li, and B. Qiu. 2017. “Experimental study on the shear behavior of RC beams with corroded stirrups.” J. Adv. Concr. Technol. 15 (4): 178–189. https://doi.org/10.3151/jact.15.178.
Yalciner, H., and A. Kumbasaroglu. 2020. “Experimental evaluation and modeling of corroded reinforced concrete columns.” ACI Struct. J. 117 (4): 61–76. https://doi.org/10.14359/51721372.
Yalciner, H., A. Kumbasaroglu, and A. Karimi. 2019. “Prediction of seismic performance levels of corroded reinforced concrete columns as a function of crack width.” Adv. Civ. Eng. Mater. 8 (3): 376–397. https://doi.org/10.1520/ACEM20190035.
Yalciner, H., S. Sensoy, and O. Eren. 2012a. “Effect of corrosion damage on the performance level of a 25-year-old reinforced concrete building.” Shock Vib. 19 (5): 891–902. https://doi.org/10.1155/2012/861509.
Yalciner, H., S. Sensoy, and O. Eren. 2012b. “Time-dependent seismic performance assessment of a single-degree-of-freedom frame subject to corrosion.” Eng. Fail. Anal. 19 (Jan): 109–122. https://doi.org/10.1016/j.engfailanal.2011.09.010.
Yalciner, H., S. Sensoy, and O. Eren. 2015. “Seismic performance assessment of a corroded 50-year-old reinforced concrete building.” J. Struct. Eng. 141 (12): 05015001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001263.
Yalciner, H. A., A. Kumbasaroglu, A. K. El-Sayed, A. P. Balkıs, E. Dogru, A. I. Turan, A. Karimi, R. Kohistani, M. F. Mermit, and K. Bicer. 2020. “Flexural strength of corroded reinforced concrete beams.” ACI Struct. J. 117 (1): 29–41. https://doi.org/10.14359/51720195.
Yin, S., Y. Yang, T. Ye, and Y. Li. 2017. “Experimental research on seismic behavior of reinforced concrete columns strengthened with TRC under corrosion environment.” J. Struct. Eng. 143 (5): 04016231. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001713.
Yu, L., R. François, V. H. Dang, V. L’Hostis, and R. Gagné. 2015. “Structural performance of RC beams damaged by natural corrosion under sustained loading in a chloride environment.” Eng. Struct. 96 (Aug): 30–40. https://doi.org/10.1016/j.engstruct.2015.04.001.
Yu, L., R. François, and R. Gagné. 2016. “Mechanical performance of deep beams damaged by corrosion in a chloride environment.” Eur. J. Environ. Civ. Eng. 22 (5): 523–545. https://doi.org/10.1080/19648189.2016.1210033.
Yuan, Z., C. Fang, M. Parsaeimaram, and S. Yang. 2017. “Cyclic behavior of corroded reinforced concrete bridge piers.” J. Bridge Eng. 22 (7): 04017020. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001043.
Zhang, D., Y. Zhao, W. Jin, T. Ueda, and H. Nakai. 2017. “Shear strengthening of corroded reinforced concrete columns using pet fiber based composites.” Eng. Struct. 153 (Dec): 757–765. https://doi.org/10.1016/j.engstruct.2017.09.030.
Zhang, W., X. Song, X. Gu, and S. Li. 2012. “Tensile and fatigue behavior of corroded rebars.” Constr. Build. Mater. 34 (Sep): 409–417. https://doi.org/10.1016/j.conbuildmat.2012.02.071.
Zhang, W., B. Zhou, X. Gu, and H. Dai. 2014. “Probability distribution model for cross-sectional area of corroded reinforcing steel bars.” J. Mater. Civ. Eng. 26 (5): 822–832. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000888.
Zhang, X., and B. Li. 2021. “Seismic performance of exterior reinforced concrete beam-column joint with corroded reinforcement.” Eng. Struct. 228 (Feb): 111556. https://doi.org/10.1016/j.engstruct.2020.111556.
Zhang, X., L. Wang, J. Zhang, and Y. Liu. 2016. “Model for flexural strength calculation of corroded RC beams considering bond–slip behavior.” J. Eng. Mech. 142 (7): 04016038. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001079.
Zhu, W., and R. François. 2014. “Experimental investigation of the relationships between residual cross-section shapes and the ductility of corroded bars.” Constr. Build. Mater. 69 (Oct): 335–345. https://doi.org/10.1016/j.conbuildmat.2014.07.059.
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Published In
Journal of Structural Engineering
Volume 148 • Issue 3 • March 2022
Copyright
© 2021 American Society of Civil Engineers.
History
Received: May 15, 2021
Accepted: Oct 13, 2021
Published online: Dec 27, 2021
Published in print: Mar 1, 2022
Discussion open until: May 27, 2022
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