Citation: | Gang XU, Jun WEI, Keqiang ZHANG, Xiwu ZHOU. A Calculation Model for Corrosion Cracking in RC Structures. Journal of Earth Science, 2007, 18(1): 85-89. |
A novel calculation model is proposed aiming at the problem of concrete cover cracking induced by reinforcement corrosion. In this article, the relationship between the corrosion depth of the bar and the thickness of the rust layer is established. By deducing the radial displacement expression of concrete, the formula for corrosion depth and corrosion pressure before cracking is proposed. The crack depth of cover in accordance with the maximum corrosion pressure is deduced; furthermore, the corrosion depth and corrosion pressure at the cracking time are obtained. Finally, the theoretical model is validated by several experiments, and the calculated values agree well with the experiment results.
Allan, M. I., 1995. Probability of Corrosion Induced Cracking in Reinforced Concrete. Cement and Concrete Research, 25(6): 1179-1190 doi: 10.1016/0008-8846(95)00110-X |
Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A., et al., 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., Molina, F. J., 1993. Cover Cracking as a Function of Bar Corrosion: Part I—Experimental Test. Materials and Structures, 26(163): 453-464 |
Bazant, Z. P., 1979. Physical Model for Steel Corrosion in Concrete Sea Structures—Application. J. Struct. Div., ASCE, 105(6): 1155-1166 doi: 10.1061/JSDEAG.0005169 |
Jin, W. L., Zhao, Y. X., Yan, F., 2001. The Mechanism of Corroded Expansion Force of Reinforced Concrete Members. Shuili Xuebao, (7): 57-62 (in Chinese with English Abstract) |
Liu, Y. P., 1996. Modeling the Time-to-Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures: [Dissertation]. Virginia Polytechnic Institute and State University, Virginia |
Morinaga, S., 1990. Prediction of Service Life of Reinforced Concrete Buildings Based on the Corrosion Rate of Reinforcing Steel. In: Frangopol, D. M., Bruhwiler, E., eds., Durability of Building Materials and Components. E. & F. N. Spon, London. 5-13 |
Pantazopoulou, S. J., Papoulia, K. D., 2001. Modeling Cover-Cracking due to Reinforcement Corrosion in RC Structures. Journal of Engineering Mechanics, 127(4): 342-351 doi: 10.1061/(ASCE)0733-9399(2001)127:4(342) |
Petre-Lazar, I., Gerard, B., 2000. Mechanical Behaviour of Corrosion Products Formed at the Steel-Concrete Interface Testing and Modelling. Fourteenth Engineering Mechanics Conference, Texas. www.ce.utexas.edu/em2000/papers/IPLazar.pdf |
Tepfers, R., 1979. Cracking of Concrete Cover along Anchored Deformed Reinforcing Bars. Magazine of Concrete Research, 31(106): 3-12 doi: 10.1680/macr.1979.31.106.3 |
Wang, C. Z., Teng, Z. M., 1985. Theory of Reinforced Concrete Structure. China Architecture and Building Press, Beijing (in Chinese) |
Wang, S., 2000. The Research on Corrosion Cracks of Reinforced Concrete Structure and Durability Evaluation: [Dissertation]. Tongji University, Shanghai (in Chinese with English Abstract) |
Wang, X. H., Liu, X. L., 2004. Modelling Effects of Corrosion on Cover Cracking and Bond in Reinforced Concrete. Magazine of Concrete Research, 56(4): 191-199 doi: 10.1680/macr.2004.56.4.191 |
Xu, Z. L., 2002. Short Version for Elastic Mechanics. Third Edition. Higher Education Press, Beijing (in Chinese) |
Zhang, W. P., Zhang, Y., 2001. Simulation Analysis of Cover Splitting Process due to Expansion Action of Corrosion. Journal of Tongji University, 29(11): 1374-1377 (in Chinese with English Abstract) |