Chloride Penetration in Circular Concrete Columns
Source abstract
Abstract
Most of the diffusion models of chloride ions in reinforced concrete (RC) elements proposed in literature are related to an isotropic homogeneous semi-infinite medium. This assumption reduces the mathematical complexity, but it is correct only for plane RC elements. This work proposes a comparison between the diffusion model of chloride ions in RC circular columns and in RC slab elements. The durability of RC cylindric elements estimated with the circular model instead of the plane model is shown to be shorter. Finally, a guideline is formulated to properly use the standard and more simple plane model instead of the circular one to estimate the time to corrosion initiation of cylindrical RC elements.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Corrosion and Durability · Concrete and Cement Materials Research · Smart Materials for Construction
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (21)
Show source-provided references
1. Arora, P., Popov, B. N., Haran, B., Ramasubramanian, M., Popova, S., & White, R. E. (1997). Corrosion initiation time of steel reinforcement in a chloride environment—A one dimensional solution. Corrosion Science, 39(4), 739–759.10.1016/S0010-938X(96)00163-1 ↗
2. Azad, A. K. (1998). Chloride diffusion in concrete and its impact on corrosion of reinforcement. In Proceedings of symposium on performance of concrete structures in the Arabian Gulf environment (pp. 262–273).
3. Basheer, L., Kropp, J., & Cleland, D. J. (2002). Assessment of the durability of concrete from its permeation properties: A review. Construction and Building Materials, 15(2–3), 93–103.
4. Chatterji, S. (1995). On the applicability of the Fick’s second law to chloride ion migration through Portland cement concrete. Cement and Concrete Research, 25(2), 299–303.10.1016/0008-8846(95)00013-5 ↗
5. Collepardi, C. M., Marcialis, A., & Turriziani, R. (1972). Penetration of chloride ions into cement pastes and concrete. Journal of the American Ceramic Society, 55(10), 534–535.10.1111/j.1151-2916.1972.tb13424.x ↗
6. Crank, J. (1975). The mathematics of diffusion (2d ed.). London, UK: Oxford Press.
7. Do, J., Song, H., So, S., & Soh, Y. (2005). Comparison of deterministic calculation and fuzzy arithmetic for two prediction model equation of corrosion initiation. Journal of Asian Architecture and Building Engineering., 4(2), 447–454.10.3130/jaabe.4.447 ↗
8. Frier, C, & Sørensen, J. D. (2007). Stochastic analysis of the multi-dimensional effect of chloride ingress into reinforced concrete. In 10th international conference of applications of statistics and probability in civil engineering (pp. 135–136), Tokyo, Japan, 31 July–3 August 2007. London, UK: Marcel Dekker.
9. Izquierdo, D., Alonso, C., Andrade, C., & Castellote, M. (2004). Potenziostatic determination of chloride threshold values for rebar depassivation. Experimental and Statistical Study, Electrochimica Acta, 49, 2731–2739.10.1016/j.electacta.2004.01.034 ↗
10. Kirkpatrick, T. J., Weyers, R. E., Sprinkel, M. M., & Anderson-Cook, C. M. (2002). Impact of specification changes on chloride-induced corrosion service life of bridge decks. Cement and Concrete Research, 32(8), 1189–1197.10.1016/S0008-8846(02)00760-3 ↗
11. Lin, S. H. (1990). Chloride diffusion in a porous concrete slab. Corrosion, 46, 964–967.10.5006/1.3585052 ↗
12. Marano, G. C., Quaranta, G., & Mezzina, M. (2008). Fuzzy Time-dependent reliability analysis of RC beams subject to pitting corrosion. Journal of Materials in Civil Engineering, 20(9), 578–587.10.1061/(ASCE)0899-1561(2008)20:9(578) ↗
13. Martin-Perez, B., Pantazopoulou, S. J., & Thomas, M. D. A. (2001). Numerical solution of mass transport equations in concrete structures. Computers & Structures, 79(13), 1251–1264.10.1016/S0045-7949(01)00018-9 ↗
14. Nogueira, C. G., & Leonel, E. D. (2013). Probabilistic models applied to safety assessment of reinforced concrete structures subjected to chloride ingress. Engineering Failure Analysis, 31, 76–89.10.1016/j.engfailanal.2013.01.023 ↗
15. Saassouh, B., & Lounis, Z. (2012). Probabilistic modelling of chloride-induced corrosion in concrete structures using first- and second-order reliability methods. Cement & Concrete Composites, 34, 1082–1093.10.1016/j.cemconcomp.2012.05.001 ↗
16. Saetta, A. V., Schrefler, B. A., & Vitaliani, R. V. (1995). 2-D model for carbonation and moisture/heat flow in porous materials. Cement and Concrete Research, 25(8), 1703–1712.10.1016/0008-8846(95)00166-2 ↗
17. Sobhani, J., & Ramezanianpour, A. A. (2011). Service life of the reinforced concrete bridge deck in corrosive environments: A soft computing system. Applied Soft Computing, 11, 3333–3346.10.1016/j.asoc.2011.01.004 ↗
18. Tang, L., & Joost, G. (2007). On the mathematics of time-dependent apparent chloride diffusion coefficient in concrete. Cement and Concrete Research, 37, 589–595.10.1016/j.cemconres.2007.01.006 ↗
19. Tuutti, K. (1982). Corrosion of steel in concrete. Swedish Cement and Concrete Research Institute, Stockholm, Sweden. Report No. CBI Research FO 4:82.
20. Vu, K. A. T., & Stewart, M. G. (2000). Structural reliability of concrete bridges including improved chloride-induced corrosion models. Structural Safety, 22(4), 313–333.10.1016/S0167-4730(00)00018-7 ↗
21. Val, D. V., & Trapper, P. A. (2008). Probabilistic evaluation of initiation time of chloride-induced corrosion. Reliability Engineering and System Safety, 93(3), 364–372.10.1016/j.ress.2006.12.010 ↗