Abstract
Over the past decades, significant advances have been accomplished in developing SHM techniques to detect the existing damages in deteriorating structures and maintenance techniques to extend the service life of these structures. The application of SHM can lead to more accurate damage detection. By using the information obtained from SHM, the uncertainties associated with structural performance assessment and prediction can be reduced. If the advanced SHM techniques are optimally integrated in life-cycle management, the efficiency and effectiveness of service life management of deteriorating structures can be maximized. In this paper, a computational platform for optimum monitoring planning based on multi-objective optimization (MOPT) and decision making is presented. The main components integrated in this computational platform are (a) formulation of objectives for optimum monitoring planning; (b) MOPT and decision making for application of the best monitoring plan; and (c) updating the damage propagation and structural performance prediction. The objectives for optimum monitoring planning are formulated considering the availability of monitoring data, damage detection, maintenance, service life and life-cycle cost. Through the MOPT and decision making, the best monitoring plan is determined. The updating process integrates the information obtained from monitoring to improve the accuracy and reduce the uncertainty associated with the damage occurrence and propagation prediction and monitoring planning.
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References
Ang AH-S, Tang WH (2007) Probability concepts in engineering: emphasis on applications to civil and environmental engineering, 2nd edn. Wiley, New York
Barone G, Frangopol DM (2014) Life-cycle maintenance of deteriorating structures by multi-objective optimization involving reliability, risk, availability, hazard and cost. Struct Saf 48:40–50
Biondini F, Frangopol DM (2016) Life-cycle performance of deteriorating structural systems under uncertainty: review. J Struct Eng ASCE 142(9):1–17
Brockhoff D, Zitzler E (2009) Objective reduction in evolutionary multiobjective optimization: theory and applications. Evolut Comput 17(2):135–166
Brownjohn JMW (2007) Structural health monitoring of civil infrastructure. Philos Trans R Soc A 365(1851):589–622
Bucher C (2009) Computational analysis of randomness in structural mechanics. In: Frangopol DM (ed) Structures and infrastructures series. CRC Press, Leiden
Chang PC, Flatau A, Liu SC (2003) Review paper: health monitoring of civil infrastructure. Struct Health Monit 2(3):257–267
Connor RJ, Fisher JW (2001) Report on field measurements and assessment of the I-64 Kanawha River Bridge at Dunbar, West Virginia. Report No. 01–14, Lehigh University’s Center for Advanced Technology for Large Structural Systems (ATLSS), Bethlehem, PA
Connor RJ, Fisher JW (2002) Report on field inspection, assessment, and analysis of floor beam connection cracking on the Birmingham Bridge, Pittsburgh, PA. Report No. 02–10, Lehigh University’s Center for Advanced Technology for Large Structural Systems (ATLSS), Bethlehem, PA
Connor RJ, Fisher JW, Hodgson IC, Bowman CA (2004) Results of field monitoring prototype floor beam connection retrofit details on the Birmingham Bridge. Report No. 04–04, Lehigh University’s Center for Advanced Technology for Large Structural Systems (ATLSS), Bethlehem, PA
Das S, Saha P, Patro SK (2016) Vibration-based damage detection techniques used for health monitoring of structures: a review. J Civil Struct Health Monit 6(3):477–507
Frangopol DM (1985) Sensitivity of reliability-based optimum design. J Struct Eng ASCE 111(8):1703–1721
Frangopol DM, Strauss A, Kim S (2008) Bridge reliability assessment based on monitoring. J Bridge Eng ASCE 13(3):258–270
Frangopol DM, Strauss A, Kim S (2008) Use of monitoring extreme data for the performance prediction of structures: general approach. Eng Struct 30(12):3644–3653
Frangopol DM, Messervey TB (2011) Effect of monitoring on reliability of structures. In: Bakht B, Muſti AA, Wegner LD (eds) Chapter 18 monitoring technologies for bridge management. Multi-Science Publishing Co Ltd, Brentwood, pp 515–560
Frangopol DM, Kim S (2014) Bridge health monitoring. In: Chen WF, Duan L (eds) Chapter 10 in bridge engineering handbook - second edition, vol. 5 construction and maintenance, 2nd edn. CRC Press, Boca Raton, pp 247–268
Frangopol DM, Kim S (2014) Prognosis and life-cycle assessment based on SHM information. In: Wang ML, Lynch J, Sohn H (eds) Chapter 5—Part II. Data interrogation and decision making in sensor technologies for civil infrastructures: performance assessment and health monitoring. Woodhead Publishing Ltd., Cambridge, pp 145–171
Frangopol DM, Kim S (2019) Life-cycle of structures under uncertainty: emphasis on fatigue-sensitive civil and marine structures. CRC Press, Boca Raton
Frangopol DM, Soliman M (2016) Life-cycle of structural systems: recent achievements and future directions. Struct Infrastruct Eng 12(1):1–20
Gilks WR, Richardson S, Spiegelhalter DJ (1996) Markov chain Monte Carlo in practice. Chap man & Hall, London
Guedes Soares C, Garbatov Y (1996) Fatigue reliability of the ship hull girder accounting for inspection and repair. Reliab Eng Syst Saf 51(3):341–351
Guedes Soares C, Garbatov Y (1996) Fatigue reliability of the ship hull girder. Mar Struct 9(3–4):495–516
Hasting WK (1970) Monte Carlo sampling methods using Markov chains and their applications. Biometrika 57(1):97–109
Kim S, Frangopol DM (2010) Optimal planning of structural performance monitoring based on reliability importance assessment. Probab Eng Mech 25(1):86–98
Kim S, Frangopol DM (2010) Probabilistic optimal bridge monitoring planning. In: Proceedings of the fifth international conference on bridge maintenance, safety, and management, IABMAS2010, Philadelphia, USA, July 11–15, 2010, pp 1915–1921
Kim S, Frangopol DM (2011) Cost-effective lifetime structural health monitoring based on availability. J Struct Eng ASCE 137(1):22–33
Kim S, Frangopol DM (2011) Cost-based optimum scheduling of inspection and monitoring for fatigue-sensitive structures under uncertainty. J Struct Eng ASCE 137(11):1319–1331
Kim S, Frangopol DM (2011) Optimum inspection planning for minimizing fatigue damage detection delay of ship hull structures. Int J Fatigue 33(3):448–459
Kim S, Frangopol DM (2011) Inspection and monitoring planning for RC structures based on minimization of expected damage detection delay. Probab Eng Mech 26(2):308–320
Kim S, Frangopol DM (2012) Probabilistic bicriterion optimum inspection/monitoring planning: applications to naval ships and bridges under fatigue. Struct Infrastruct Eng 8(10):912–927
Kim S, Frangopol DM (2018) Multi-objective probabilistic optimum monitoring planning considering fatigue damage detection, maintenance, reliability, service life and cost. Struct Multidiscip Optim Springer 57(1):39–54
Kim S, Ge B, Frangopol DM (2019) Effective optimum maintenance planning with updating based on inspection information for fatigue-sensitive structures. Probab Eng Mech. https://doi.org/10.1016/j.probengmech.2019.103003
Kwon K, Frangopol DM (2010) Bridge fatigue reliability assessment using probability density functions of equivalent stress range based on field monitoring data. Int J Fatigue 32(8):1221–1232
Kwon K, Frangopol DM (2011) Bridge fatigue assessment and management using reliability-based crack growth and probability of detection models. Probab Eng Mech 26(3):471–480
Kwon K, Frangopol DM, Kim S (2013) Fatigue performance assessment and service life prediction of high-speed ship structures based on probabilistic lifetime sea loads. Struct Infrastruct Eng 9(2):102–115
Liu M, Frangopol DM, Kim S (2009) Bridge safety evaluation based on monitored live load effects. J Bridge Eng ASCE 14(4):257–269
Liu M, Frangopol DM, Kim S (2009) Bridge system performance assessment from structural health monitoring: a case study. J Struct Eng ASCE 135(6):733–742
Liu M, Frangopol DM, Kwon K (2010) Fatigue reliability assessment of retrofitted steel bridges integrating monitored data. Struct Saf 32(1):77–89
Liu M, Frangopol DM, Kwon K (2010) Optimization of retrofitting distortion-induced fatigue cracking of steel bridges using monitored data under uncertainty. Eng Struct 32(11):3467–3477
Madsen HO, Krenk S, Lind NC (1985) Methods of structural safety. Prentice-Hall, Englewood Cliffs
Marler RT, Arora JS (2010) The weighted sum method for multi-objective optimization: new insights. Struct Multidiscip Optim 41(6):853–862
Marsh PS, Frangopol DM (2007) Lifetime multiobjective optimization of cost and spacing of corrosion rate sensors embedded in a deteriorating reinforced concrete bridge deck. J Struct Eng ASCE 133(6):777–787
Marsh PS, Frangopol DM (2008) Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data. Reliab Eng Syst Saf 93(3):364–409
Neal RM (2003) Slice sampling. Ann Stat IMS 31(3):705–767
Okasha NM, Frangopol DM (2012) Integration of structural health monitoring in a system performance based life-cycle bridge management framework. Struct Infrastruct Eng 8(11):999–1016
Okasha NM, Frangopol DM, Decò A (2010) Integration of structural health monitoring in life-cycle performance assessment of ship structures under uncertainty. Mar Struct 23(3):303–321
Okasha NM, Frangopol DM, Saydam D, Salvino LW (2011) Reliability analysis and damage detection in high speed naval crafts based on structural health monitoring data. Struct Health Monit 10(4):361–379
Okasha NM, Frangopol DM, Orcesi AD (2012) Automated finite element updating using strain data for the lifetime reliability assessment of bridges. Reliab Eng Syst Saf 99:139–150
Orcesi AD, Frangopol DM, Kim S (2010) Optimization of bridge maintenance strategies based on multiple limit states and monitoring. Eng Struct 32(3):627–640
Orcesi AD, Frangopol DM (2011) Optimization of bridge maintenance strategies based on structural health monitoring information. Struct Saf 33(1):26–41
Rastogi R, Ghosh S, Ghosh AK, Vaze KK, Singh PK (2017) Fatigue crack growth prediction in nuclear piping using Markov chain Monte Carlo simulation. Fatigue Fract Eng Mater Struct 40(1):145–156
Sabatino S, Frangopol DM (2017) Decision making framework for optimal SHM planning of ship structures considering availability and utility. Ocean Eng 135:194–206
Soliman M, Frangopol DM (2014) Life-cycle management of fatigue-sensitive structures integrating inspection information. J Infrastruct Syst ASCE 20(2):04014001
Soliman M, Barone G, Frangopol DM (2014) Fatigue reliability and service life prediction of aluminum naval ship details based on monitoring data. Struct Health Monit SAGE 14(1):3–19
Sony S, Laventure S, Sadhu A (2019) A literature review of next-generation smart sensing technology in structural health monitoring. Struct Control Health Monit 26(3):e2321
Strauss A, Frangopol DM, Kim S (2008) Use of monitoring extreme data for the performance prediction of structures: Bayesian updating. Eng Struct 30(12):3654–3666
Xu Y, Brownjohn JMW (2017) Review of machine-vision based methodologies for displacement measurement in civil structures. J Civil Struct Health Monit 8(1):91–110
Yan L, Frangopol DM (2019) Utility and information analysis for optimum inspection of fatigue-sensitive structures. J Struct Eng ASCE 145(2):04018251
Zhu B, Frangopol DM (2013) Reliability assessment of ship structures using Bayesian updating. Eng Struct 56:1836–1847
Acknowledgements
The support by grants from (a) the National Science Foundation (NSF) Award CMMI-1537926, (b) the Commonwealth of Pennsylvania, Department of Community and Economic Development, through the Pennsylvania Infrastructure Technology Alliance (PITA), (c) the U.S. Federal Highway Administration (FHWA) Cooperative Agreement Award DTFH61-07-H-00040, (d) the U.S. Department of Transportation Region 3 University Transportation Center Grant CIAM-UTC-REG6, (e) the National Aeronautics and Space Administration (NASA) Award NNX10AJ20G and (f) the National Research Foundation of Korea (NRF) by Ministry of Science and ICT of Korean government Award NRF-2018R1C1B5044084 is gratefully acknowledged. The opinions presented in this paper are those of the authors and do not necessarily reflect the views of the sponsoring organizations.
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Kim, S., Frangopol, D.M. Computational platform for probabilistic optimum monitoring planning for effective and efficient service life management. J Civil Struct Health Monit 10, 1–15 (2020). https://doi.org/10.1007/s13349-019-00365-4
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DOI: https://doi.org/10.1007/s13349-019-00365-4