Optimal Design of the PSC Beam Reinforcement for Minimum Life-Cycle Cost

최소생애주기비용을 위한 PSC보 보강의 최적설계

  • Bang, Myung-Seok (Department of Safety Engineering, Chungju National University) ;
  • Han, Sung-Ho (Department of Civil Engineering, ChungNam National University)
  • 방명식 (충주대학교 안전공학과) ;
  • 한성호 (충남대학교 토목공학과)
  • Published : 2008.10.31

Abstract

To optimize the selected reinforcing method for application to PSC Beam bridges, the reliability analysis was performed with consideration for the increase and decrease of the member section based on the standard design section, and the minimum life-cycle cost(LCC) was calculated from this analysis with consideration for the aleatory uncertainty. Moreover, the mean, 50%, 75%, and 90% distributions of the analysis results were re-evaluated quantitatively by considering the effect of the epistemic uncertainty. The reliability results gained from the application of the reinforcing method, as well as the optimal design method based on the minimum LCC, will provide more reasonable design criteria for the PSC Beam bridges.

PSC보의 보강 시에 안전도분석을 위한 신뢰성해석과 생애주기비용을 최소화하기 위만 최적설계를 실시하였다. 신뢰성해석은 현재 공용중인 표준단면을 변형시키면서 실시하며 자연적 불확실성과 인위적 불확실성을 고려하였다. 자연적(내재적) 불확실성을 고려하여 최소생애주기비용을 구한 후에, 인위적 불확실성을 최대 90%의 분산까지 고려하여 재해석을 실시하였다. 보강방법에 대한 신뢰성해석과 최소생애주기비용해석은 보강방법을 결정하는데 매우 합리적인 기준을 제시하였다.

Keywords

References

  1. Korea's Ministry of Construction & Transportation, "Yearbook of Bridge Statistics", 2004
  2. Korea's Ministry of Construction & Transportation, "Handbook for Repairing and Reinforcing Method of Bridge Structure", 1995
  3. Hassan, Tarek, Rizkalla and Sami, "Flexural Strengthen of Prestressed Bridge Slabs with FRP Systems", PCI Journal, Vol. 47, No. 1, pp. 76-93, 2002
  4. Burke, R. Chrd, Dolan and W. Charles, "Flexural Design of Prestressed Concrete Beams Using FRP Tendons", PCI Journal, Vol. 46, No. 2, pp. 76-87, 2001
  5. A.H-S. Ang and W.H. Tang, "Probability Concepts in Engineering, 2nd Edition", John Wiley & Sons, Inc, 2007
  6. S.H. Han, C.J. Cho, M.S. Bang and J.C. Shin, "A Reliability Analysis considering the Secondary Composite Effect in the To-Box Reinforcement of Deteriorated PSC Beam Bridge", Journal of Korean Society Civil Engineering, Vol. 25, No. 5A, pp. 761-770, 2005
  7. K.M. Lee, H.N. Cho and Y.M. Choi, "Life-Cycle Cost Effective Optimum Design of Steel Bridges", Journal of Constructional Research, 60, Elsevier, pp. 1585- 1613, 2004 https://doi.org/10.1016/j.jcsr.2003.10.009
  8. A.H-S. Ang, "Practical Assessments of Risk and its Uncertainty", Proceeding. IFIP Workshop, Kobe, Japan, 2006
  9. S.H. Han, J.C. Shin and M.S. Bang, "A Study on Structural Safety Evaluation of Improved PSC Beam Bridges Considering To-Box Reinforcement Effect", Journal of the Korea Institute for Structural Maintenance Inspection, Vol. 11, No. 5, pp. 197-211, 2007
  10. M.S. Bang, "Reinforcing Method Of PC Beam Bridge With Box Structure And PC Beam Bridge Having Box Reinforced Structure", Korean Intellectual Property Office, 2001
  11. D.M. Frangopol and K.Y. Lin, "Life-Cycle Cost Design of Deteriorating Structures", Journal of Structure Engineering, ASCE, Vol. 123, No. 10, pp. 1390-1401, 1997 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1390)
  12. A.H-S. Ang, Pires, Jose and J.C. Lee, "Reliability- Based Optimal Aseismic Design of Reinforced Concrete Building", Year 2, Final Technical Report of Research Project supported by CUREe/Kajima, Contract No. 19032, 1996