DOI QR코드

DOI QR Code

A reaction-diffusion modeling of carbonation process in self-compacting concrete

  • Fu, Chuanqing (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Ye, Hailong (Department of Civil and Environmental Engineering, The Pennsylvania State University) ;
  • Jin, Xianyu (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Jin, Nanguo (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Gong, Lingli (College of Civil Engineering and Architecture, Zhejiang University)
  • 투고 : 2014.11.24
  • 심사 : 2015.04.06
  • 발행 : 2015.05.25

초록

In this paper, a reaction-diffusion model of carbonation process in self-compacting concrete (SCC) was realized with a consideration of multi-field couplings. Various effects from environmental conditions, e.g. ambient temperature, relative humidity, carbonation reaction, were incorporated into a numerical simulation proposed by ANSYS. In addition, the carbonation process of SCC was experimentally investigated and compared with a conventionally vibrated concrete (CVC). It is found that SCC has a higher carbonation resistance than CVC with a comparable compressive strength. The numerical solution analysis agrees well with the test results, indicating that the proposed model is appropriate to calculate and predict the carbonation process in SCC. The parameters sensitivity analysis also shows that the carbon dioxide diffusion coefficient and moisture field are essentially crucial to the carbonation process in SCC.

키워드

과제정보

연구 과제 주관 기관 : Natural Science Foundation of China

참고문헌

  1. Anna, V. and Renato, V. (2004), "Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures", Cement Concrete Res., 34(4),571-579. https://doi.org/10.1016/j.cemconres.2003.09.009
  2. Assie, S., Escadeillas, G. and Waller, V. (2007), "Estimates of self-compacting concrete 'potential'durability", Constr. Build. Mater., 21(10), 1909-1917. https://doi.org/10.1016/j.conbuildmat.2006.06.034
  3. Bary, B. and Sellier, A. (2004), "Coupled moisture-carbon dioxide-calcium transfer model for carbonation of concrete", Cement Concrete Res., 34(10), 1859-1872. https://doi.org/10.1016/j.cemconres.2004.01.025
  4. Bernhardt, C. (1956), "Hardening of concrete at different temperatures", RILEM Symposium on Winter Concreting, Copenhagen, Danish Institute for Building Research, Session B-II1956.
  5. Brunauer, S., Skalny, J. and Bodor, E.E. (1969), "Adsorption on nonporous solids", J. Colloid Interf. Sci., 30(4), 546-552. https://doi.org/10.1016/0021-9797(69)90423-8
  6. Chang, C.F. and Chen, J.W. (2006), "The experimental investigation of concrete carbonation depth", Cement Concrete Res., 36(9), 1760-1767. https://doi.org/10.1016/j.cemconres.2004.07.025
  7. Design Code (1993), CEB-FIP Model Code 1990, Switzerland.
  8. Demis, S. and Papadakis, V.G. (2012), "A software-assisted comparative assessment of the effect of cement type on concrete carbonation and chloride ingress", Comput. Concr., 10(4), 391-407. https://doi.org/10.12989/cac.2012.10.4.391
  9. Design Code (2006), Conventional vibrated concrete standard sand, stone quality and test method, Chinese Standard JGJ52-2006, Beijing.
  10. Design Code (2009), Standard for test methods of long-term performance and durability of ordinary concrete, Chinese Standard GB/T50082-2009, Beijing.
  11. Fu, C.Q., Jin, X.Y., Jin, N.G., Zhao, Y.B. and Ge, F. (2011), "Long age mechanical properties and application of self-compacting concrete", Adv. Mater., 224, 142-146. https://doi.org/10.4028/www.scientific.net/AMR.224.142
  12. Fu, C.Q., Ma, Q.Y., Jin, X.Y., Shah, A. and Tian, Y. (2014), "Fracture property of steel fiber reinforced concrete at early age", Comput. Concr., 13(1), 31-47. https://doi.org/10.12989/cac.2014.13.1.031
  13. Fu, C.Q., Jin, X., Ye, H. and Jin, N. (2015), "Theoretical and experimental investigation of loading effects on chloride diffusion in saturated concrete", J. Adv. Concr. Tech., 13(1), 30-43. https://doi.org/10.3151/jact.13.30
  14. Halamickova, P., Detwiler, R.J., Bentz, D.P. and Garboczi, E.J. (1995), "Water permeability and chloride ion diffusion in Portland cement mortars: relationship to sand content and critical pore diameter", Cement Concrete Res., 25(4), 790-802. https://doi.org/10.1016/0008-8846(95)00069-O
  15. Hussain, R.R. (2011), "Enhanced mass balance Tafel slope model for computer based FEM computation of corrosion rate of steel reinforced concrete coupled with $CO_2$ transport", Comput. Concr., 8(2), 177-192. https://doi.org/10.12989/cac.2011.8.2.177
  16. Islam, M.N., Zain, M.F.M. and Basri, H. (2005), "An expert system for making durable concrete for chemical exposure", Comput. Concr., 2(4), 293-307. https://doi.org/10.12989/cac.2005.2.4.293
  17. Kropp, J. (1983), "Karbonatisierung und Transportvorgange in Zementstein: na".
  18. Laidler, K.J. (1984), "The development of the Arrhenius equation", J. Chem. Educ., 61(6), 494. https://doi.org/10.1021/ed061p494
  19. Loser, R. and Leemann, A. (2009), "Shrinkage and restrained shrinkage cracking of self-compacting concrete compared to conventionally vibrated concrete", Mater. Struct., 42(1), 71-82. https://doi.org/10.1617/s11527-008-9367-9
  20. Moaveni, S. (2003), Finite Element Analysis: Theory and Application with ANSYS, Pearson Education, India.
  21. Ouchi, M., Nakamura, S.A., Osterberg, T., Hallberg, S. and Lwin, M. (2003), "Applications of self-compacting concrete in Japan", Proceedings of the Europe and the United States. International Symposium on High Performance Computing (ISHPC).
  22. Papadakis, V.G., Efstathiou, M.P. and Apostolopoulos, C.A. (2007), "Computer-aided approach of parameters influencing concrete service life and field validation", Comput. Concr., 4(1), 1-18. https://doi.org/10.12989/cac.2007.4.1.001
  23. Papadakis, V.G., Vayenas, C.G. and Fardis, M.N. (1991), "Experimental investigation and mathematical modeling of the concrete carbonation problem", Chem Eng Sci., 46(5),1333-8. https://doi.org/10.1016/0009-2509(91)85060-B
  24. Saeki, T., Ohga, H. and Nagataki, S. (1991), "Mechanism of carbonation and prediction of carbonation process of concrete", Concrete library - JSCE, 17, 23-36.
  25. Saetta, A.V., Schrefler, B.A. and Vitaliani, R.V. (1993), "The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials", Cement Concrete Res., 23(4), 761-772. https://doi.org/10.1016/0008-8846(93)90030-D
  26. Saetta, A.V. and Vitaliani, R.V. (2004), "Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures: Part I: Theoretical formulation", Cement Concrete Res., 34(4),571-9. https://doi.org/10.1016/j.cemconres.2003.09.009
  27. Song, H.W. and Kwon, S.J. (2007), "Permeability characteristics of carbonated concrete considering capillary pore structure", Cement Concrete Res., 37(6), 909-915. https://doi.org/10.1016/j.cemconres.2007.03.011
  28. Valcuende, M. and Parra, C. (2010), "Natural carbonation of self-compacting concretes", Constr. Build Mater., 24(5), 848-853. https://doi.org/10.1016/j.conbuildmat.2009.10.021
  29. Xi, Y., Bazant, Z.P. and Jennings, H.M. (1994), "Moisture diffusion in cementitious materials Adsorption isotherms", Adv. Cement Mater., 1(6), 248-257. https://doi.org/10.1016/1065-7355(94)90033-7
  30. Ye, H., Jin, N., Jin, X. and Fu, C. (2012), "Model of chloride penetration into cracked concrete subject to drying-wetting cycles", Constr. Build. Mater., 36, 259-269. https://doi.org/10.1016/j.conbuildmat.2012.05.027
  31. Ye, H., Tian, Y., Jin, N., Jin, X. and Fu, C. (2013), "Influence of cracking on chloride diffusivity and moisture influential depth in concrete subjected to simulated environmental conditions", Constr. Build. Mater., 47, 66-79. https://doi.org/10.1016/j.conbuildmat.2013.04.024
  32. Ye, H., Fu, C., Jin, N. and Jin, X. (2015), "Influence of flexural loading on chloride ingress in concrete subjected to cyclic drying-wetting condition", Comput. Concr., 15(2), 183-199. https://doi.org/10.12989/cac.2015.15.2.183
  33. Yoon, I.S. (2009), "Simple approach to calculate chloride diffusivity of concrete considering carbonation", Comput. Concr., 6(1), 1-18. https://doi.org/10.12989/cac.2009.6.1.001
  34. Zhang, S.P. and Zhao, B.H. (2012), "Research on chloride ion diffusivity of concrete subjected to CO2 environment", Comput. Concr., 10(3), 219-229 https://doi.org/10.12989/cac.2012.10.3.219

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