Probabilistic optimum inspection/repair planning to extend lifetime of deteriorating structures

Journal of Performance of Constructed Facilities

Volumn 25, Issue 6, 2011, Pages 534-544

  Kim, Sunyong ^a   Frangopol, Dan M ^a   Zhu, Benjin ^a  

^a Lehigh University   (United States)

Author keywords

Corrosion; Damage; Inspection; Optimization; Probability; Reinforced concrete; Repair; Uncertainty

Indexed keywords

BI-OBJECTIVE OPTIMIZATION; DAMAGE; DAMAGE DETECTABILITY; DAMAGE INTENSITY; DECISION MAKERS; DECISION TREE ANALYSIS; DETERIORATING STRUCTURES; EXISTING BRIDGE; EXTENDED LIFETIME; INSPECTION METHODS; INSPECTION/REPAIR PLANNING; PROBABILISTIC OPTIMIZATION; RC STRUCTURE; TOTAL COSTS; UNCERTAINTY;

CONCRETE BUILDINGS; CORROSION; DECISION MAKING; DECISION TREES; DETERIORATION; INSPECTION; OPTIMIZATION; PITTING; PROBABILITY; REINFORCED CONCRETE; REPAIR; UNCERTAINTY ANALYSIS;

DAMAGE DETECTION;

EID: 84862907536     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000197     Document Type: Article

References (39)

1. Ahmad, S. (2003). Reinforcement corrosion in concrete structures, its monitoring and service life prediction-a review.. Cem. Concr. Compos. 0958-9465, 25 (4-5), 459-471. 10.1016/S0958-9465(02)00086-0
2. Akiyama, M., Frangopol, D. M., and Suzuki, M. (2012). Integration of the effects of airborne chlorides into reliability-based durability design of reinforced concrete structures in a marine environment.. Struct. Infrastruct. Eng. 0889-325X, 85 (3), 172-177.
3. Arora, P., Popov, B. N., Haran, B., Ramasubramanian, M., Popova, S., and White, R. E. (1997). Corrosion initiation time of steel reinforcement in a chloride environment-A one dimensional solution.. Corros. Sci. 0010-938X, 39 (4), 739-759. 10.1016/S0010-938X(96)00163-1 (Pubitemid 27228737)
4. Cabrera, J. G. (1996). Deterioration of concrete due to reinforcement steel corrosion.. Cem. Concr. Compos. 0958-9465, 18 (1), 47-59. 10.1016/0958-9465(95)00043-7 (Pubitemid 126342007)
5. Chaker, V., ed. (1992). Corrosion forms & control for infrastructure.. ASTM STP 1137, Philadelphia
6. Crank, J. (1975). The mathematics of diffusion, 2nd Ed., Oxford Univ. Press, Oxford, UK.
7. Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). A fast and elitist multiobjective genetic algorithm: NSGA-II.. IEEE Trans. Evol. Comput. 0024-9831, 41 (148), 137-143. 10.1680/macr.1989.41.148.137
8. Ellingwood, B. R. (2005). Risk-informed condition assessment of civil infrastructures: state of practice and research issues.. Struct. Infrastruct. Eng. 0141-0296, 20 (11), 960-971. 10.1016/S0141-0296(97)00190-9
9. Estes, A. C., and Frangopol, D. M. (2001). Minimum expected cost-oriented optimal maintenance planning for deteriorating structures: applications to concrete bridge deck.. Reliab. Eng. Syst. Saf. 0951-8320, 73 (3), 281-291. 10.1016/S0951-8320(01)00044-8 (Pubitemid 32761542)
10. Farhey, D. N. (2005). Bridge instrumentation and monitoring for structural diagnostic.. Struct. Health Monit. 1744-8980, 7 (6), 389-413. 10.1080/15732471003594427
11. Frangopol, D. M., Lin, K. Y., and Estes, A. C. (1997 a). Reliability of reinforced concrete girders under corrosion attack.. J. Struct. Eng. 0733-9445, 123 (3), 286-297. 10.1061/(ASCE)0733-9445(1997)123:3(286) (Pubitemid 27228418)
12. Frangopol, D. M., Lin, K. Y., and Estes, A. C. (1997 b). Life-cycle cost design of deteriorating structures.. J. Struct. Eng. 0733-9445, 123 (10), 1390-1401. 10.1061/(ASCE)0733-9445(1997)123:10(1390) (Pubitemid 127612259)
13. Funahashi, M. (1990). Predicting corrosion-free service life of a concrete structure in a chloride environment.. ACI Mater. J. 0889-325X, 87 (6), 581-587.
14. Gonzalez, J. A., Andrade, C., Alonso, C., and Feliu, S. (1995). Comparison of rate of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement.. Cem. Concr. Res. 0008-8846, 25 (2), 257-264. 10.1016/0008-8846(95)00006-2
15. Kim, S., and Frangopol, D. M. (2011). Inspection and monitoring planning for RC structures based on minimization of expected damage detection delay.. Probab. Eng. Mech. 0266-8920, 26 (2), 308-320. 10.1016/j.probengmech.2010.08.009
16. Kim, A. T., and Stewart, M. G. (2000). Structural reliability of concrete bridges including improved chloride-induced corrosion models.. Struct. Saf., 22 (4), 313-333. 10.1016/S0167-4730(00)00018-7
17. Kirkpatrick, T. J., Weyers, R. E., Anderson-Cook, C. M., and Sprinkel, M. M. (2002). Probabilistic model for the chloride-induced corrosion service life of bridge decks.. Cem. Concr. Res. 0008-8846, 32 (12), 1943-1960. 10.1016/S0008-8846(02)00905-5 (Pubitemid 35282104)
18. Li, C. Q., Lawanwisut, W., and Zheng, J. J. (2005). Time-dependent reliability method to assess the serviceability of corrosion-affected concrete structures.. J. Struct. Eng. 0733-9445, 131 (11), 1674-1680. 10.1061/(ASCE)0733-9445(2005)131:11(1674) (Pubitemid 41604980)
19. Mahmoud, H. N., Connor, R. J., and Bowman, C. A. (2005). Results of the fatigue evaluation and field monitoring of the I-39 Northbound Bridge over the Wisconsin River.. ATLSS Rep. No. 05-04, Lehigh Univ., Bethlehem, PA.
20. Marsh, P. S., and Frangopol, D. M. (2008). Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data.. Reliab. Eng. Syst. Saf. 0951-8320, 93 (3), 394-409. 10.1016/j.ress.2006.12.011 (Pubitemid 47599949)
21. MathWorks Inc. (2009). Optimization Toolbox 4 User's Guide, The MathWorks, Inc., USA.
22. Moan, T. (2005). Reliability-based management of inspection, maintenance and repair of offshore structures.. Struct. Infrastruct. Eng., 1 (1), 33-62. 10.1080/15732470412331289314
23. Mori, Y., and Ellingwood, B. R. (1993). Reliability-based service-life assessment of aging concrete structures.. J. Struct. Eng. 0733-9445, 119 (5), 1600-1621. 10.1061/(ASCE)0733-9445(1993)119:5(1600)
24. Mori, Y., and Ellingwood, B. R. (1994 a). Maintaining reliability of concrete structures. I: Role of inspection/repair.. J. Struct. Eng. 0733-9445, 120 (3), 824-845. 10.1061/(ASCE)0733-9445(1994)120:3(824)
25. Mori, Y., and Ellingwood, B. R. (1994 b). Maintaining reliability of concrete structures. II: optimum inspection/repair.. J. Struct. Eng. 0733-9445, 120 (3), 846-862. 10.1061/(ASCE)0733-9445(1994)120:3(846)
26. NCHRP (2005). Concrete bridge deck performance.. NCHRP-Synthesis 333, Transportation Research Board, National Cooperative Highway Research Program, Washington, DC.
27. NCHRP (2006). Manual on service life of corrosion-damaged reinforced concrete bridge superstructure elements.. NCHRP-Rep. 558, Transportation Research Board, National Cooperative Highway Research Program, Washington, DC.
28. Rafiq, M. I. (2005). Health monitoring in proactive reliability management of deteriorating concrete bridges.. Ph.D. thesis, School of Engineering, Civil Engineering, Univ. of Surrey, Surrey, UK.
29. Roberge, P. R. (1999). Handbook of corrosion engineering, McGraw-Hill, New York.
30. Roberge, P. R. (2007). Corrosion inspection and monitoring, Wiley-Interscience, New Jersey.
31. Smoak, W. G. (2002). Guide to concrete repair, Books for Business, New York.
32. Stewart, M. G. (2004). Spatial variability of pitting corrosion and its influence of structural fragility and reliability of RC beams in flexure.. Struct. Saf., 26 (4), 453-470. 10.1016/j.strusafe.2004.03.002 (Pubitemid 38921193)
33. Stewart, M. G., and Rosowsky, D. V. (1998). Time-dependent reliability of deteriorating reinforced concrete bridge decks.. Struct. Saf., 20 (1), 91-109. 10.1016/S0167-4730(97)00021-0 (Pubitemid 128403473)
34. Torres-Acosta, A. A., and Martinez-Madrid, M. (2003). Residual life of corroding reinforced concrete structures in marine environment.. J. Mater. Civ. Eng. 0899-1561, 15 (4), 344-353. 10.1061/(ASCE)0899-1561(2003)15:4(344) (Pubitemid 37074045)
35. Tuutti, K. (1982). Corrosion of steel in concrete.. Swedish Cement and Concrete Research Institute, 17-21.
36. Val, D. V., and Melchers, R. E. (1997). Reliability of deteriorating RC slab bridges.. J. Struct. Eng. 0733-9445, 123 (12), 1638-1644. 10.1061/(ASCE)0733-9445(1997)123:12(1638) (Pubitemid 127628492)
37. Weyers, R. E., Prowell, B., Sprinkel, M. M., and Vorster, M. (1993). Concrete bridge protection, repair, and rehabilitation relative to reinforcement corrosion: A methods application manual.. SHRP-S-360, Strategic Highway Research Program, Washington, DC
38. Zheng, R., and Ellingwood, B. R. (1998). Role of non-destructive evaluation in time-dependent reliability analysis.. Struct. Saf., 20 (4), 325-339. 10.1016/S0167-4730(98)00021-6 (Pubitemid 32602448)
39. Zhang, J., and Lounis, Z. (2006). Sensitivity analysis of simplified diffusion-based corrosion initiation model of concrete structures exposed to chlorides.. Cem. Concr. Res. 0008-8846, 36 (7), 1312-1323. 10.1016/j.cemconres. 2006.01.015 (Pubitemid 44226363)