Analytical Model for Residual Bond Strength of Corroded Reinforcement in Concrete Structures
Publication: Journal of Engineering Mechanics
Volume 142, Issue 2
Abstract
Bond strength deterioration in corrosion-damaged reinforced concrete structures significantly affects serviceability and load-carrying capacity in their remaining service life. This paper presents a new analytical model for predicting the cracking development in the surrounding concrete and the residual bond strength of rebar in concrete structures due to reinforcement corrosion. The proposed analytical method adopts the thick-walled cylinder model for the cover concrete and considers the realistic properties of the corrosion-induced cracked concrete such as anisotropic behavior, residual tensile strength, and reduced tensile stiffness. As corrosion progresses, three phases for bond strength evolution associated with concrete cracking development are defined and the corresponding corrosion levels in each phase are determined. By using the constructed new governing equation, the crack width growth in the concrete cover and the radial bursting pressure at the bond interface are evaluated. The ultimate bond strength is then estimated from the contributions of adhesion, confinement, and corrosion pressure as a function of corrosion level. Finally, the effectiveness of the proposed analytical model is demonstrated by comparing the predicted results with experimental data available, and the results show that the proposed model is useful for predicting the bond strength evolution of the corroded rebar in concrete structures.
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References
ACI (American Concrete Institute). (2003). “Bond and development of straight reinforcing bars in tension.”, Farmington Hills, MI.
Alonso, C., Andrade, C., Rodriguez, J., and Diez, J. M. (1998). “Factors controlling cracking of concrete affected by reinforcement corrosion.” Mater. Struct., 31(7), 435–441.
Amleh, L., and Ghosh, A. (2006). “Modeling the effect of corrosion on bond strength at the steel-concrete interface with finite element analysis.” Can. J. Civ. Eng., 33(6), 673–682.
Auyeung, Y., Balaguru, P., and Chung, L. (2000). “Bond behaviour of corroded reinforcement bars.” ACI Mater. J., 97(2), 214–221.
Balafas, I., and Burgoyne, C. J. (2011). “Modeling the structural effects of rust in concrete cover.” J. Eng. Mech., 175–185.
Bažant, Z. P., and Planas, J. (1998). Fracture and size effect in concrete and other quasibrittle materials, CRC Press, Boca Raton, FL.
Bhargava, K., Ghosh, A. K., Mori, Y., and Ramanujam, S. (2007). “Corrosion-induced bond strength degradation in reinforced concrete: Analytical and empirical models.” Nucl. Eng. Des., 237(11), 1140–1157.
Bhargava, K., Ghosh, A. K., Mori, Y., and Ramanujam, S. (2008). “Suggested empirical models for corrosion-induced bond degradation in reinforced concrete.” J. Struct. Eng., 221–230.
Budiansky, B., and Hutchinson, J. W. (1986). “Matrix fracture in fiber-reinforced ceramic.” J. Mech. Phys. Solids, 34(2), 167–189.
Cairns, J., and Abdullah, R. B. (1996). “Bond strength of black and epoxy-coated einforcement—A theoretical approach.” ACI Mater. J., 93(4), 362–369.
CEB-FIP (Comité Euro-international du Béton—Fédération International de la Précontrainte). (1990). Design code, Thomas Telford, London.
Chen, H. P., and Alani, A. M. (2013). “Optimized maintenance strategey for concrete structures affected by cracking due to reinforcement corrosion.” ACI Struct. J., 110(2), 229–238.
Chen, H. P., and Xiao, N. (2012). “Analytical solutions for corrosion-induced cohesive concrete cracking.” J. Appl. Math., 2012(2012), 25.
Chernin, L., Val, D. V., and Volokh, K. Y. (2010). “Analytical modelling of concrete cover cracking caused by corrosion of reinforcement.” Mater. Struct., 43(4), 543–556.
Coronelli, D. (2002). “Corrosion cracking and bond strength modelling for corroded bars in reinforced concrete.” ACI Struct. J., 99(3), 267–276.
Fang, C., Lundgren, K., Chen, L., and Zhu, C. (2004). “Corrosion influence on bond in reinforced concrete.” Cem. Conc. Res., 34(11), 2159–2167.
FIB (Fédération Internationale du Béton). (2000). “Bond of reinforcement in concrete-State of the art report.”, Lausanne, Switzerland.
Giuriani, E., Plizzari, G., and Schumm, C. (1991). “Role of stirrups and residual tensile strength of cracked concrete on bond.” J. Struct. Eng., 1–18.
Ho, S., and Suo, Z. (1992). “Microcracks tunneling in brittle matrix composites driven by thermal expansion mismatch.” Acta Metall. Mater., 40(7), 1685–1690.
Law, D. W., Tang, D., Molyneaux, T. K. C., and Gravina, R. (2011). “Impact of crack width on bond: Confined and unconfined rebar.” Mater. Struct., 44(7), 1287–1296.
Lee, H. S., Noguchi, T., and Tomosawa, F. (2002). “Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion.” Cem. Concr. Res., 32(8), 1313–1318.
Liu, Y., and Weyers, R. E. (1998). “Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures.” ACI Mater. J., 95(6), 675–680.
Lundgren, K. (2002). “Modelling the effect of corrosion on bond in reinforced concrete.” Mag. Concr. Res., 54(3), 165–173.
Pantazopoulou, S., and Papoulia, K. D. (2001). “Modeling cover-cracking due to reinforcement corrosion in RC structures.” J. Eng. Mech., 342–351.
Rodriguez, J., Ortega, L. M., and Casal, J. J. (1994). “Corrosion of reinforcing bars and service life of reinforced concrete structures: Corrosion and bond deterioration.” Proc., Concrete Across Borders, Vol. II, Kongres Bureau Fyn, Odense, Denmark, 315–326.
Stanish, K., Hooton, R. D., and Pantazopoulou, S. J. (1999). “Corrosion effects on bond strength in reinforced concrete.” ACI Struct. J., 96(6), 915–921.
Stewart, M. G., and Rosowsky, D. V. (1998). “Time-dependent reliability of deteriorating reinforced concrete bridge decks.” Struct. Saf., 20(1), 91–109.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, 3rd Ed., McGraw-Hill, New York.
Vidal, T., Castel, A., and Francois, R. (2004). “Analyzing crack width to predict corrosion in reinforced concrete.” Cem. Concr. Res., 34(1), 165–174.
Wang, X., and Liu, X. (2004). “Modelling effects of corrosion on cover cracking and bond in reinforced concrete.” Mag. Concr. Struct., 56(4), 191–199.
Xia, N., Ren, Q., Robert, Y., Liang, J. P., and Patnaik, A. (2012). “Nonuniform corrosion-induced stresses in steel-reinforced concrete.” J. Eng. Mech., 338–346.
Zhang, R., Castel, A., and François, R. (2010). “Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process.” Cem. Concr. Res., 40(3), 415–425.
Zhong, J., Gardoni, P., and Rosowsky, D. (2010). “Stiffness degradation and time to cracking of cover concrete in reinforced concrete structures subject to corrosion.” J. Eng. Mech., 209–219.
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© 2015 American Society of Civil Engineers.
History
Received: Oct 24, 2013
Accepted: Jul 20, 2015
Published online: Aug 18, 2015
Discussion open until: Jan 18, 2016
Published in print: Feb 1, 2016
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