A General Framework for Probabilistic Risk-based Optimization of Life-cycle Management of Infrastructure Systems under Gradual and Sudden Deterioration

Infrastructure systems are continuously subjected to various deterioration mechanisms. Due to the presence of uncertainties associated with the loads, material properties, damage occurrence and propagation, and modeling the structural performance, among others, the life-cycle management of deteriorating structural systems represents a major challenge, especially when considering the effects of sudden damage. Although various performance indicators can be used within the life-cycle management of infrastructure systems, risk-based approaches are well-suited for this task. This is due to the ability to integrate the probabilistic performance with the consequences arising from structural collapse or failure of different components within an infrastructure system. This paper presents a general framework for the probabilistic risk-based optimization of life-cycle management of infrastructure systems under the effects of gradual and sudden deterioration. The management scheme covers the identification of optimal inspection, monitoring, and maintenance/repair activities which minimize the life-cycle cost, extend the service life, and/or maximize the performance of the structure throughout its projected service life. Uncertainties associated with the various stages of the life-cycle management are included. Additionally, several case studies for the implementation of the framework are discussed.

[1]  Dan M. Frangopol,et al.  Hazard-Based Optimum Lifetime Inspection and Repair Planning for Deteriorating Structures , 2013 .

[2]  Bruce R. Ellingwood,et al.  Acceptable risk bases for design of structures , 2001 .

[3]  Dan M. Frangopol,et al.  Assessment of Risk Using Bridge Element Condition Ratings , 2013 .

[4]  Dan M. Frangopol,et al.  Risk assessment of highway bridges under multiple hazards , 2011 .

[5]  Dan M. Frangopol,et al.  Practical Applications of Life-Cycle Considerations in Sustainable Development of Infrastructure , 2014 .

[6]  Dan M. Frangopol,et al.  Lifetime-oriented multi-objective optimization of structural maintenance considering system reliability, redundancy and life-cycle cost using GA , 2009 .

[7]  Dan M. Frangopol,et al.  Bridge Reliability Assessment Based on Monitoring , 2008 .

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

[9]  Dan M. Frangopol,et al.  Redundancy of structural systems with and without maintenance: An approach based on lifetime functions , 2010, Reliab. Eng. Syst. Saf..

[10]  Dan M. Frangopol,et al.  Advanced Modeling for Efficient Computation of Life-Cycle Performance Prediction and Service-Life Estimation of Bridges , 2010 .

[11]  Dan M. Frangopol,et al.  Time-dependent risk associated with deterioration of highway bridge networks , 2013 .

[12]  Dan M. Frangopol,et al.  Effects of Damage and Redundancy on Structural Reliability , 1987 .

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

[14]  Dan M. Frangopol,et al.  Restoration of Bridge Networks after an Earthquake: Multicriteria Intervention Optimization , 2012 .

[15]  Jasbir S. Arora,et al.  Introduction to Optimum Design , 1988 .

[16]  Wilson H. Tang,et al.  Probability concepts in engineering planning and design , 1984 .

[17]  Dan M. Frangopol,et al.  Time‐variant sustainability assessment of seismically vulnerable bridges subjected to multiple hazards , 2013 .

[18]  Dan M. Frangopol,et al.  Resilience and Sustainability of Civil Infrastructure: Toward a Unified Approach , 2014 .

[19]  Dan M. Frangopol Integrated Life-Cycle Framework for Maintenance, Monitoring and Reliability of Naval Ship Structures , 2010 .

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

[21]  Dan M. Frangopol,et al.  Reliability, redundancy and risk as performance indicators of structural systems during their life-cycle , 2012 .

[22]  Stuart M. Stein,et al.  Prioritizing Scour Vulnerable Bridges Using Risk , 1999 .

[23]  Dan M. Frangopol,et al.  Life-Cycle Risk Assessment of Spatially Distributed Aging Bridges under Seismic and Traffic Hazards , 2013 .

[24]  Dan M. Frangopol,et al.  Reliability, risk and lifetime distributions as performance indicators for life-cycle maintenance of deteriorating structures , 2014, Reliab. Eng. Syst. Saf..

[25]  Dan M. Frangopol,et al.  Risk-Based Approach for Optimum Maintenance of Bridges under Traffic and Earthquake Loads , 2013 .

[26]  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.

[27]  Dan M. Frangopol,et al.  Sustainability of Highway Bridge Networks Under Seismic Hazard , 2014 .

[28]  Dan M. Frangopol,et al.  Optimal Resilience- and Cost-Based Postdisaster Intervention Prioritization for Bridges along a Highway Segment , 2012 .

[29]  Dan M. Frangopol,et al.  Optimization of Life-Cycle Maintenance of Deteriorating Bridges with Respect to Expected Annual System Failure Rate and Expected Cumulative Cost , 2014 .