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Compensation length of two-dimensional chloride diffusion in concrete using a boundary element model

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Abstract

The boundary element method (BEM) has been widely employed in engineering practice. However, the BEM is not commonly used in numerical analysis of chloride diffusion in concrete and might yield unsatisfactory results if the time duration is significantly long for concrete exposed to chloride environment. In this work, we propose the compensation length of chloride diffusion in concrete, as well as the compensation coefficient based on the error function. The fundamental solution relevant to the governing partial differential equation is presented for chloride diffusion in concrete, enabling the development of the boundary element scheme. In particular, the two-dimensional diffusion analysis is investigated in detail by using the BEM model, featuring the proposed compensation length to achieve superior numerical results. Specifically, the time interval is sparsely discretized into several sub-domains in the BEM model, while the spatial domain is discretized along the boundary of the computational diffusion field, resulting in considerably fewer unknowns in chloride diffusion analysis. Several numerical examples are presented to demonstrate the effectiveness and accuracy of the BEM with compensation length and to illustrate excellent results using the 2-D BEM formulation for chloride diffusion near the intersection of exposed surfaces of concrete specimens.

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References

  1. Oh B.H., Jang B.S.: Chloride diffusion analysis of concrete structures considering effects of reinforcements. ACI Mater. J. 100(2), 143–149 (2003)

    Google Scholar 

  2. Jensen O.M., Hansen P.F., Coats A.M., Glasser F.P.: Chloride ingress in cement paste and mortar. Cem. Concr. Res. 29, 1497–1504 (1999)

    Article  Google Scholar 

  3. Goltermann P.: Chloride ingress in concrete structures: extrapolation of observations. ACI Mater. J. 100(2), 114–119 (2003)

    Google Scholar 

  4. McGrath P.F., Hooton R.D.: Influence of voltage on chloride diffusion coefficients from chloride migration tests. Cem. Concr. Res. 26(8), 1239–1244 (1996)

    Article  Google Scholar 

  5. Collepardi M., Marcialis A., Turrizzani R.: Penetration of chloride ions into cement pastes and concretes. J. Am. Ceram. Soc. 55(10), 534–535 (1972)

    Article  Google Scholar 

  6. Tang L., Nilsson L.O.: Chloride binding capacity and binding isotherms of OPC pastes and mortars. Cem. Concr. Res. 23, 247–253 (1993)

    Article  Google Scholar 

  7. Liang M.T., Wang K.L., Liang C.H.: Service life prediction of reinforced concrete structures. Cem. Concr. Res. 29, 1411–1418 (1999)

    Article  Google Scholar 

  8. Kassir M.K., Ghosn M.: Chloride-induced corrosion of reinforced concrete bridge decks. Cem. Concr. Res. 32(1), 139–143 (2002)

    Article  Google Scholar 

  9. Tang L.P., Gulikers J.: On the mathematics of time-dependent apparent chloride diffusion coefficient in concrete. Cem. Concr. Res. 37, 589–595 (2007)

    Article  Google Scholar 

  10. Funanshi M.: Prediction corrosion-free service life of a concrete structure in a chloride environment. ACI Mater. J. 87(6), 581–587 (1990)

    Google Scholar 

  11. Song H.W., Shim H.B., Petcherdchoo A., Park S.K.: Service life prediction of repaired concrete structures under chloride environment using finite difference method. Cem. Concr. Compos. 31, 120–127 (2009)

    Article  Google Scholar 

  12. Sergi H., Page C.: Diffusion of chloride and hydroxyl ions in cementitious materials exposed to a saline environment. Mag. Concr. Res. 44, 63–69 (1992)

    Article  Google Scholar 

  13. Han S.H.: Influence of diffusion coefficient on chloride ion penetration of concrete structure. Constr. Build. Mater. 21, 370–378 (2007)

    Article  Google Scholar 

  14. Wang Y., Li L.Y., Page C.L.: Modelling of chloride ingress into concrete from a saline environment. Build. Environ. 40, 1573–1582 (2005)

    Article  Google Scholar 

  15. Wang Y., Li L.Y., Page C.L.: A two-dimensional model of electrochemical chloride removal from concrete. Comput. Mater. Sci. 20, 196–212 (2001)

    Article  Google Scholar 

  16. Suryavanshi A.K., Swamy R.N., Cardew G.E.: Estimation of diffusion coefficient for chloride ion penetration into structural concrete. ACI Mater. J. 99, 441–449 (2002)

    Google Scholar 

  17. Yang L.F., Li R.: Analytical study of two-dimensional diffusion of chloride ion in concrete. Adv. Sci. Technol. Water Resour. 29, 20–23 (2009)

    Google Scholar 

  18. Bitaraf M., Mohammadi S.: Analysis of chloride diffusion in concrete structures for prediction of initiation time of corrosion using a new meshless approach. Constr. Build. Mater. 22, 546–556 (2008)

    Article  Google Scholar 

  19. Li, R., Yang, L.F., Chen, Z.: Two-dimensional finite element simulation for chloride diffusion in concrete. J. Concr. (1), 36–39 (in Chinese) (2008)

  20. Li, R., Yang, L.F., Feng, Q.G.: Analysis of chloride diffusion in concrete based on the initial age and ageing coefficient of concrete. J. Concr. (7), 40–44 (in Chinese) (2008)

  21. Yang, L.F., Chen, Z., Wang, Y.: Analysis of chloride diffusion in concrete by the boundary element method. J. Concr. (9), 25–28 (in Chinese) (2008)

  22. Yang L.F., Chen Z., Wang Y.: Boundary element method for analysis of two-dimensional chloride diffusion in concrete. J. Chin. Ceram. Soc. 37(7), 1110–1117 (2009) (in Chinese)

    MathSciNet  Google Scholar 

  23. Chen Z., Yang L.F., Feng Q.G.: Analysis of chloride diffusion in high-performance concrete and its service life by the boundary element method. J. Build. Mater. 13(2), 97–103 (2010) (in Chinese)

    Google Scholar 

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Correspondence to Lu Feng Yang or J. W. Ju.

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Lu Feng Yang is supported by the Guangxi Lab Center of Science and Technology (LGZX201002).

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Yang, L.F., Chen, Z., Gao, Q. et al. Compensation length of two-dimensional chloride diffusion in concrete using a boundary element model. Acta Mech 224, 123–137 (2013). https://doi.org/10.1007/s00707-012-0721-1

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  • DOI: https://doi.org/10.1007/s00707-012-0721-1

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