4.7 Article

Optimum maintenance of deteriorated steel bridges using corrosion resistant steel based on system reliability and life-cycle cost

Journal

ENGINEERING STRUCTURES
Volume 243, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2021.112633

Keywords

Corrosion resistant steel; System modeling; Correlation; system reliability; Optimization

Funding

  1. Center for Integrated Asset Management for Multimodal Transportation Infrastructure Systems (CIAMTIS), a U.S. Department of Transportation University Transportation Center [69A3551847103, CIAM-UTC-REG6]
  2. U.S. National Science Foundation [CMMI-1537926]
  3. Pennsylvania Infrastructure Technology Alliance (PITA)

Ask authors/readers for more resources

This study investigates corrosion as a major deterioration mechanism of carbon steel bridges and looks at the adoption of corrosion-resistant steel for bridge construction. The research involves bi-objective optimizations to minimize life-cycle failure probability/risk and total life-cycle cost for girder replacement, along with sensitivity analysis and economic benefits evaluation for different construction and maintenance strategies.
Corrosion is a major deterioration mechanism of carbon steel bridges. Multiple maintenance actions have been proposed to meet the safety requirements for bridges subjected to corrosion, including preventive maintenance, such as repainting, and essential maintenance, such as girder replacement. Recently, corrosion-resistant steel has been adopted for bridge construction. However, a comprehensive comparison of different maintenance strategies is still an under-investigated research area, especially for the cost-effectiveness of using corrosion resistant steel to conduct essential maintenance. In this paper, a new type of corrosion-resistant steel, A709-50CR, is considered for girder replacement. Reliability- and risk-based bi-objective optimizations are conducted on a multi-girder carbon steel bridge to determine when and which carbon steel girders should be replaced under different target performance indicators. The objectives are to minimize the life-cycle failure probability/risk and the total life-cycle cost, including initial construction cost and life-cycle maintenance cost. Sensitivity analysis is performed on multiple factors associated with system reliability calculations, such as system models adopted and correlations among resistances of girders. The economic benefits of building an A709-50CR bridge and applying frequent repainting actions on a carbon steel bridge to avoid girder replacement are also investigated. The comparison of different construction and maintenance strategies for multi-girder steel bridges sheds light on their effectiveness.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available