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Reliability-based Approach to Optimal Economic Estimation of Concrete Cover Thickness under Carbonation Environment

  • Do, Jeong-Yun (BK21 Research Team, Kunsan National University) ;
  • Kim, Doo-Kie (Civil and Environmental Engineering, Kunsan National University) ;
  • Song, Hun (Dept. of Green Ceramic, Korea Institute of Ceramic Engineering & Technology) ;
  • Jo, Young-Kug (Dept. of Architectural Engineering, Chungwoon University)
  • Published : 2009.12.30

Abstract

Concrete carbonation is a cause of problems in concrete structures, so it needs to be estimated. And concrete cover is designed to protect structures from this damaging. Usually the cover thickness is considered based on the limit states design codes in which the important target is the reliability safety index. However, it is not clear that whether the safety index determined is optimal or not with respect to the cost. The codes are mainly proceeded quantitatively (i.e. making a safe structure) while the economic aspects are only considered qualitatively. So the reliability-based design considering life cycle cost (LCC) is called for, and here the focus is on the advanced analysis solution to optimize the reliability safety regarding LCC.

Keywords

References

  1. Frangopol, D. M., Lin, K. Y., and Estes, A. C., “Life-Cycle Cost Design of Deteriorating Structures,” Journal of Structural Engineering, ASCE, Vol. 123, No. 10, 1997, pp. 1390-1401 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1390)
  2. V., MacGregor, J. C. and Cornell, C. A., “Development on a Probability Based Load Criteria for American National Standard A58,” NBS Special Publication No. 577, National Bureau of Standards, US Department of Commerce, Washington DC, 1980
  3. Japan Concrete Institute, Report of the committee for Concrete Carbonation, 1993
  4. Ying-Yu L. and Qui-dong W, “The Mechanism for Carbonation of Mortars and the Dependence of Carbonation on Pore Structure, Concrete Durability,” SP-100, Vol. 2, American Concrete Institute, Detroit, 1987, pp. 1915-1943
  5. Melchers, R. E., “Structural Reliability Analysis and Prediction,” John Wiley and Sons, Chichester, UK, 1999
  6. Yoon, I. S., Copurog`lu, O., and Park, K. B., “Effect of Global Climatic Change on Carbonation Progress of Concrete,” Atmospheric Environment, Vol. 41, No. 34, 2007, pp. 7274-7285 https://doi.org/10.1016/j.atmosenv.2007.05.028
  7. Clifton, J. R., “Predicting service life of concrete,” ACI Materials Journal, Vol. 90, No. 6, 1993, pp. 611-617
  8. Izquirerdo, D., “Basis of Design of Probabilistic Analysis of Reinforcement Corrosion in Concrete,” Polytechnic University of Madrid, Doctoral Thesis, 2003
  9. Izquirerdo, D., “Economical Opimization of Appraising Concrete Deterioration Process,” Life-Cycle Performance of Deteriorating Structures-Assessment, Design and Management, Edited by D.M. Frangopol et al., ASCE, 2003, pp. 37-48
  10. Ditlevsen, O. and Madsen, H. O., Structural Reliability Methods, Wiley, 1996
  11. Li, Q., “A Method for Reliability-based Economic Design of Building Structures,” Building Research & Information, Vol. 28, No. 4, 2000, pp. 260-267 https://doi.org/10.1080/09613210050073715
  12. Handra, S. Mahadevan, Reliability Assessment Using Stochastic Finite Element Analysis, John Wiley & Sons, Inc., 2000
  13. Ken, K., Hironobu, T., and Isao, Y., “Reliability Based Optimal Thickness of Covering of Concrete Slab for Lifecycle (in Japanese),” in: Proc. JCOSSAR'91: The Second Conference on Structural Safety and Reliability, 1991, pp. 221-228