Shear-Strength Capacity Assessment of Corroded Reinforced Concrete Beam-Column Joints
Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 5
Abstract
Beam-column joints are regions of high inelastic stress concentration in reinforced concrete (RC) frames. Evidence of the vulnerability of the joints to damage during earthquakes is witnessed in panel zone failures. Corrosion of reinforcement will cause the deterioration of joint behavior under seismic actions, especially for structures in coastal areas. In the study described in this paper, the performance of corroded RC interior as well as exterior beam-column joints subjected to simulated seismic loads were investigated by employing a two-dimensional (2D) nonlinear finite-element (FE) OpenSees model of deterioration of materials as well as the bond-slip effects in joints. The accuracy of the model was verified and calibrated by comparing the FE analysis results against experimental results from the literature. After that, a parametric study was performed to investigate the impacts of some key parameters on the shear strength of corroded joints. A total of 360 specimens were simulated based on the FE model. Finally, these important parameters were integrated into two fitting equations to predict the shear strength of corroded interior and exterior beam-column joints.
Get full access to this article
View all available purchase options and get full access to this article.
References
ACI (American Concrete Institute). 2014. Building code requirements for structural concrete and commentary (metric). ACI 318–14. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2014Building code requirement for structural concrete and commentary (metric). ACI 318-14. Farmington Hills, MI: ACI.
Almusallam, A. A., A. S. Al-Gahtani, A. R. Aziz, F. H. Dakhil, and Rasheeduzzafar. 1996. “Effect of reinforcement corrosion on flexural behavior of concrete slabs.” J. Mater. Civ. Eng. 8 (3): 123–127. https://doi.org/10.1061/(ASCE)0899-1561(1996)8:3(123).
Altoontash, A. 2004. Simulation and damage models for performance assessment of reinforced concrete beam-column joints. Stanford, CA: Stanford Univ.
BSI (British Standards Institution). 2004. Eurocode 8: Design of structures for earthquake resistance. London.
Cairns, J., G. A. Plizzari, D. Yingang, D. W. Law, and C. Franzoni. 2005. “Mechanical properties of corrosion-damaged reinforcement.” ACI Mater. J. 102 (4): 256–264.
Capé, M. 1999. “Residual service-life assessment of existing R/C structures.” M.S. thesis, Chalmers Univ. of Technology.
Coronelli, D., and P. Gambarova. 2004. “Structural assessment of corroded reinforced concrete beams: Modeling guidelines.” J. Struct. Eng. 130 (8): 1214–1224. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:8(1214).
Dai, K.-S., and Y.-S. Yuan. 2005. “Experimental study on seismic performance of corroded exterior joints in RC frame.” J. China Univ. Min. Technol. 34 (1): 51–56.
Du, Y., L. Clark, and A. Chan. 2005. “Residual capacity of corroded reinforcing bars.” Mag. Concr. Res. 57 (3): 135–147. https://doi.org/10.1680/macr.2005.57.3.135.
Hwang, S.-J., and H.-J. Lee. 2002. “Strength prediction for discontinuity regions by softened strut-and-tie model.” J. Struct. Eng. 128 (12): 1519–1526. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1519).
Kashani, M. M., A. J. Crewe, and N. A. Alexander. 2013. “Nonlinear stress-strain behaviour of corrosion-damaged reinforcing bars including inelastic buckling.” Eng. Struct. 48: 417–429. https://doi.org/10.1016/j.engstruct.2012.09.034.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97 (7): 1969–1990.
Kim, J., and J. M. LaFave. 2009. Joint shear behavior of reinforced concrete beam-column connections subjected to seismic lateral loading. Urbana, IL: Univ. of Illinois at Urbana-Champaign.
Lee, H., T. Noguchi, and F. Tomosawa. 1998. “FEM analysis for structural performance of deteriorated RC structures due to rebar corrosion.” In Proc., 2nd Int. Conf. on Concrete under Severe Conditions, 327–336. Tromso, Norway.
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, B., and C. L. Leong. 2014. “Experimental and numerical investigations of the seismic behavior of high-strength concrete beam-column joints with column axial load.” J. Struct. Eng. 141 (9): 04014220. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001191.
Lowes, L. N., N. Mitra, and A. Altoontash. 2003. A beam-column joint model for simulating the earthquake response of reinforced concrete frames. Berkeley, CA: Univ. of California Berkeley.
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.
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: 112–123. https://doi.org/10.1016/j.engstruct.2014.06.043.
Melo, J., C. Fernandes, H. Varum, H. Rodrigues, A. Costa, and A. Arêde. 2011. “Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars.” Eng. Struct. 33 (2): 273–286. https://doi.org/10.1016/j.engstruct.2010.11.005.
Mitra, N., and L. N. Lowes. 2007. “Evaluation, calibration, and verification of a reinforced concrete beam-column joint model.” J. Struct. Eng. 133 (1): 105–120. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:1(105).
Molina, F., C. Alonso, and C. Andrade. 1993. “Cover cracking as a function of rebar corrosion. Part 2—Numerical model.” Mater. Struct. 26 (9): 532–548. https://doi.org/10.1007/BF02472864.
NZS (Standards New Zealand). 2006. Code of practice and commentary for the design of concrete structures. NZS-3101. Wellington: NZS.
Ou, X.-Y., C. Lin, P.-Z. Zhang, Z. He, and J.-P. Ou. 2013. “Research on properties of bottom column joint of corroded RC structure based on OpenSees.” Chin. J. Comput. Mech. 30 (3): 429–436.
Ou, Y. C., L. L. Tsai, and H. H. Chen. 2012. “Cyclic performance of large-scale corroded reinforced concrete beams.” Earthquake Eng. Struct. Dyn. 41 (4): 593–604. https://doi.org/10.1002/eqe.1145.
Park, R., M. Priestley, and W. D. Gill. 1982. “Ductility of square-confined concrete columns.” J. Struct. Div. 108 (4): 929–950.
Rodriguez, J., L. 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.
Sadati, S., M. K. Moradllo, and M. Shekarchi. 2016. “Long-term durability of onshore coated concrete—Chloride ion and carbonation effects.” Front. Struct. Civ. Eng. 10 (2): 150–161. https://doi.org/10.1007/s11709-016-0341-2.
Tapan, M., and R. Aboutaha. 2011. “Effect of steel corrosion and loss of concrete cover on strength of deteriorated RC columns.” Constr. Build. Mater. 25 (5): 2596–2603. https://doi.org/10.1016/j.conbuildmat.2010.12.003.
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.
Tran, T., M. N. Hadi, and T. M. Pham. 2014. “A new empirical model for shear strength of reinforced concrete beam-column connections.” Mag. Concr. Res. 66 (10): 514–530. https://doi.org/10.1680/macr.13.00310.
Vecchio, F. J., and M. P. Collins. 1986. “The modified compression-field theory for reinforced concrete elements subjected to shear.” ACI J. 83 (2): 219–231.
Verma, S. K., S. S. Bhadauria, and S. Akhtar. 2013. “Evaluating effect of chloride attack and concrete cover on the probability of corrosion.” Front. Struct. Civ. Eng. 7 (4): 379–390. https://doi.org/10.1007/s11709-013-0223-9.
Vu, N. S., B. Yu, and B. Li. 2016. “Prediction of strength and drift capacity of corroded reinforced concrete columns.” Constr. Build. Mater. 115: 304–318. https://doi.org/10.1016/j.conbuildmat.2016.04.048.
Wang, G.-L., J.-G. Dai, and J. Teng. 2012. “Shear strength model for RC beam-column joints under seismic loading.” Eng. Struct. 40: 350–360. https://doi.org/10.1016/j.engstruct.2012.02.038.
Zhao, J., and S. Sritharan. 2007. “Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures.” ACI Struct. J. 104 (2): 133.
Zheng, S.-S., L.-F. Sun, X.-R. Liu, and W. Yang. 2015. “Experimental research on seismic behaviors of beam-column joints of corroded RC frame in the coastal atmosphere.” China Civ. Eng. J. 48 (12): 63–71.
Zheng, S.-S., M. Wang, and Y. Hu. 2014. “Study on influence of stirrups corrosion on energy dissipation capacity of RC frame column.” Build. Struct. 44 (5): 12.
Information & Authors
Information
Published In
Copyright
©2018 American Society of Civil Engineers.
History
Received: Aug 24, 2017
Accepted: Apr 23, 2018
Published online: Jul 16, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 16, 2018
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.