A probabilistic approach for optimizing inspection, monitoring, and maintenance actions against fatigue of critical ship details

Abstract Fatigue is one of the main deteriorating mechanisms that affect the safety and reliability of ship structures. Fatigue cracks can appear at various locations along the ship structure and may occur at early stages in the service life of a ship. Inspection, monitoring and/or repair actions are applied to prevent sudden failures of damaged structural components and their associated consequences. However, these actions increase the operational cost of the ship and should be optimally planned during its service life. Due to the presence of significant uncertainties associated with crack initiation and propagation, the planning of such actions should be performed probabilistically. In this paper, a probabilistic approach for inspection, monitoring, and maintenance optimization for ship details under fatigue effects is proposed. Based on the stress profile and the crack geometry at the damaged location, intervention times and types are determined by solving an optimization problem which simultaneously minimizes the life-cycle cost, maximizes the expected service life, and minimizes the expected maintenance delay over the life-cycle. The life-cycle cost includes the cost of inspection, monitoring, and maintenance actions, as well as the cost of failure of the detail. The proposed approach is applied to a side shell detail of a steel ship.

[1]  Stanley T. Rolfe,et al.  Fracture and Fatigue Control in Structures: Applications of Fracture Mechanics , 1976 .

[2]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[3]  Carlos Guedes Soares,et al.  Cost and reliability based strategies for fatigue maintenance planning of floating structures , 2001, Reliab. Eng. Syst. Saf..

[4]  Dan M. Frangopol,et al.  Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges 1 , 2011, Structures and Infrastructure Systems.

[5]  John W. Fisher Fatigue and Fracture in Steel Bridges: Case Studies , 1984 .

[6]  M. R. Thunder,et al.  A Concise Course in A-Level Statistics , 1985 .

[7]  Dan M. Frangopol,et al.  Fatigue Life Assessment and Lifetime Management of Aluminum Ships Using Life-Cycle Optimization , 2012 .

[8]  Dan M. Frangopol,et al.  Fatigue performance assessment and service life prediction of high-speed ship structures based on probabilistic lifetime sea loads , 2010 .

[9]  C. Guedes Soares,et al.  Reliability based fatigue design of maintained welded joints in the side shell of tankers , 1999 .

[10]  Ge Wang Testing of acoustic emission technology to detect cracks and corrosion in the marine environment , 2008 .

[11]  A. A. Pollock A POD MODEL FOR ACOUSTIC EMISSION—DISCUSSION AND STATUS , 2010 .

[12]  Dan M. Frangopol,et al.  Life-Cycle Management of Fatigue-Sensitive Structures Integrating Inspection Information , 2014 .

[13]  Hiroshi Tada,et al.  The stress analysis of cracks handbook , 2000 .

[14]  Atilla Incecik,et al.  An approach for reliability based fatigue design of welded joints on aluminium high-speed vessels , 2006 .

[15]  Karl H. Frank,et al.  Optimal inspection scheduling of steel bridges using nondestructive testing techniques , 2006 .

[16]  Dan M. Frangopol,et al.  Cost-Based Optimum Scheduling of Inspection and Monitoring for Fatigue-Sensitive Structures under Uncertainty , 2011 .

[17]  Ian F. C. Smith,et al.  A Fatigue Primer for Structural Engineers , 1998 .

[18]  Dan M. Frangopol,et al.  Probabilistic bicriterion optimum inspection/monitoring planning: applications to naval ships and bridges under fatigue , 2011, Structures and Infrastructure Systems.

[19]  Wilson H. Tang,et al.  Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering , 2006 .

[20]  Bilal M. Ayyub,et al.  Risk assessment of aging ship hull structures in the presence of corrosion and fatigue , 2002 .

[21]  Torgeir Moan Reliability-based management of inspection, maintenance and repair of offshore structures , 2005 .

[22]  Dan M. Frangopol,et al.  Generalized Probabilistic Framework for Optimum Inspection and Maintenance Planning , 2013 .

[23]  Dan M. Frangopol,et al.  Probabilistic optimum inspection planning of steel bridges with multiple fatigue sensitive details , 2013 .

[24]  Raphael T. Haftka,et al.  Tradeoff of Weight and Inspection Cost in Reliability-Based Structural Optimization , 2008 .

[25]  Lawrence M. Leemis,et al.  Reliability: Probabilistic Models and Statistical Methods , 1994 .

[26]  Boris A. Zárate,et al.  Prediction of fatigue crack growth in steel bridge components using acoustic emission , 2011 .

[27]  Dan M. Frangopol,et al.  Bridge Performance Monitoring Based on Traffic Data , 2013 .

[28]  Hwanjeong Cho,et al.  Structural health monitoring of fatigue crack growth in plate structures with ultrasonic guided waves , 2012 .

[29]  A. Maslouhi,et al.  Fatigue crack growth monitoring in aluminum using acoustic emission and acousto‐ultrasonic methods , 2011 .

[30]  P. C. Paris,et al.  A Critical Analysis of Crack Propagation Laws , 1963 .

[31]  Dan M. Frangopol,et al.  Optimum inspection planning for minimizing fatigue damage detection delay of ship hull structures , 2011 .

[32]  Dan M. Frangopol,et al.  Bridge fatigue assessment and management using reliability-based crack growth and probability of detection models , 2011 .