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Mathematical Problems in Engineering
Volume 2015, Article ID 129787, 12 pages
http://dx.doi.org/10.1155/2015/129787
Research Article

A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges

1Zhejiang Scientific Research Institute of Transport, Hangzhou 310006, China
2State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China
3Zhejiang Institute of Communications, Hangzhou 311112, China
4Department of Bridge Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China

Received 8 October 2015; Revised 6 December 2015; Accepted 9 December 2015

Academic Editor: Egidijus R. Vaidogas

Copyright © 2015 Hao Tian et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. M. G. Richardson, Fundamentals of Durable Reinforced Concrete, CRC Press, London, UK, 2002.
  2. R. Rackwitz, “Reliability analysis—a review and some perspective,” Structural Safety, vol. 23, no. 4, pp. 365–395, 2001. View at Publisher · View at Google Scholar · View at Scopus
  3. L. Burgazzi, “About time-variant reliability analysis with reference to passive systems assessment,” Reliability Engineering and System Safety, vol. 93, no. 11, pp. 1682–1688, 2008. View at Publisher · View at Google Scholar · View at Scopus
  4. Z. Wang and P. Wang, “A new approach for reliability analysis with time-variant performance characteristics,” Reliability Engineering & System Safety, vol. 115, pp. 70–81, 2013. View at Publisher · View at Google Scholar · View at Scopus
  5. W. Zhang and H. Yuan, “Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impacts,” Engineering Structures, vol. 71, pp. 128–136, 2014. View at Publisher · View at Google Scholar · View at Scopus
  6. J. S. Kong and D. M. Frangopol, “Prediction of reliability and cost profiles of deteriorating bridges under time- and performance-controlled maintenance,” Journal of Structural Engineering, vol. 130, no. 12, pp. 1865–1874, 2004. View at Publisher · View at Google Scholar · View at Scopus
  7. A. A. Czarnecki and A. S. Nowak, “Time-variant reliability profiles for steel girder bridges,” Structural Safety, vol. 30, no. 1, pp. 49–64, 2008. View at Publisher · View at Google Scholar · View at Scopus
  8. S. Kim and D. M. Frangopol, “Inspection and monitoring planning for RC structures based on minimization of expected damage detection delay,” Probabilistic Engineering Mechanics, vol. 26, no. 2, pp. 308–320, 2011. View at Publisher · View at Google Scholar · View at Scopus
  9. F. Biondini and D. M. Frangopol, “Lifetime reliability-based optimization of reinforced concrete cross-sections under corrosion,” Structural Safety, vol. 31, no. 6, pp. 483–489, 2009. View at Publisher · View at Google Scholar · View at Scopus
  10. A. Titi, F. Biondini, and D. M. Frangopol, Lifetime Resilience of Aging Concrete Bridges under Corrosion, CRC Press, London, UK, 2014.
  11. G. P. Li, Bridge Structure Analysis Composite System, Tongji University Press, Shanghai, China, 1998.
  12. P. Lu, F. Li, and C. Shao, “Analysis of a T-frame bridge,” Mathematical Problems in Engineering, vol. 2012, Article ID 640854, 14 pages, 2012. View at Publisher · View at Google Scholar · View at Scopus
  13. H. Tian, Research on Structure Performance Evolution of Concrete Bridges in Given Service Life, Department of Bridge Engineering, Tongji University, Shanghai, China, 2009.
  14. Q. Gu, “Performance and risk assessment of soil-structure interaction systems based on finite element reliability methods,” Mathematical Problems in Engineering, vol. 2014, Article ID 704804, 16 pages, 2014. View at Publisher · View at Google Scholar · View at Scopus
  15. S.-I. Yang, D. M. Frangopol, Y. Kawakami, and L. C. Neves, “The use of lifetime functions in the optimization of interventions on existing bridges considering maintenance and failure costs,” Reliability Engineering & System Safety, vol. 91, no. 6, pp. 698–705, 2006. View at Publisher · View at Google Scholar · View at Scopus
  16. N. M. Okasha and D. M. Frangopol, “Lifetime-oriented multi-objective optimization of structural maintenance considering system reliability, redundancy and life-cycle cost using GA,” Structural Safety, vol. 31, no. 6, pp. 460–474, 2009. View at Publisher · View at Google Scholar · View at Scopus
  17. A. S. Nowak and K. R. Collins, Reliability of Structures, McGraw-Hill, New York, NY, USA, 2000.
  18. E. Bastidas-Arteaga, P. Bressolette, A. Chateauneuf, and M. Sánchez-Silva, “Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes,” Structural Safety, vol. 31, no. 1, pp. 84–96, 2009. View at Publisher · View at Google Scholar · View at Scopus
  19. S. Y. Kim and D. M. Frangopol, “Optimal planning of structural performance monitoring based on reliability importance assessment,” Probabilistic Engineering Mechanics, vol. 25, no. 1, pp. 86–98, 2010. View at Publisher · View at Google Scholar · View at Scopus
  20. H. Tian, X.-P. Jin, and A.-R. Chen, “Probabilistic-based effect analysis of different maintenance actions on reinforced concrete bridges,” Journal of Zhejiang University Engineering Science, vol. 46, no. 6, pp. 1097–1121, 2012. View at Publisher · View at Google Scholar · View at Scopus
  21. C. A. Cornell, “Bounds on the reliability of structural systems.93(ST1),” Journal of Structural Division, vol. 93, no. 1, pp. 171–200, 1967. View at Google Scholar
  22. A. Der Kiureghian, H.-Z. Lin, and S.-J. Hwang, “Second-order reliability approximations,” Journal of Engineering Mechanics, vol. 113, no. 8, pp. 1208–1225, 1987. View at Publisher · View at Google Scholar · View at Scopus
  23. H.-C. Liu, L. Liu, and N. Liu, “Risk evaluation approaches in failure mode and effects analysis: a literature review,” Expert Systems with Applications, vol. 40, no. 2, pp. 828–838, 2013. View at Publisher · View at Google Scholar · View at Scopus
  24. R. Kanapady and R. Adib, “Application of modeling and simulation for high risk failure modes,” in Proceedings of the Annual Reliability and Maintainability Symposium, pp. 1–6, IEEE, Reno, Nev, USA, January 2012. View at Publisher · View at Google Scholar
  25. P. Wei, Z. Lu, and B. Ren, “Reliability analysis of structural system with multiple failure modes and mixed uncertain input variables,” Proceedings of the Institution of Mechanical Engineers Part C: Journal of Mechanical Engineering Science, vol. 227, no. 7, pp. 1441–1453, 2013. View at Publisher · View at Google Scholar · View at Scopus
  26. Code for Design Reinforced Concrete and Prestressed Concrete Bridges and Culverts, China Communications Press, Beijing, China, 2004.