Technical Papers
Sep 10, 2020

Acceptance of Corrosion-Resistant Steel in Design of Steel Girder Bridges Based on Expected Utility Theory

Publication: Journal of Bridge Engineering
Volume 25, Issue 11

Abstract

In a chloride-containing environment, steel bridges that use carbon steel can become corroded and require periodical inspection, repainting, and replacement to maintain an acceptable level of safety and serviceability during their service life. In recent years, several new bridges in the United States have adopted corrosion-resistant steels (i.e., ASTM A1010). Although corrosion-resistant steel can result in a substantial reduction in maintenance costs, its production cost is much higher than carbon steel. From a life-cycle cost perspective, the circumstances under which corrosion-resistant steel is economically advantageous remain unclear. The life-cycle costs that account for the uncertainties associated with traffic loads, including resistance, corrosion propagation, and maintenance activities further complicate this problem. The objective of this paper is to investigate the acceptance of corrosion-resistant steel in the design of steel girder bridges based on expected utility theory (EUT). The methodology developed will be exemplified on a steel girder bridge. Two types of utility functions will be used to characterize the preference of decision makers under uncertain conditions. The analysis results indicate that A1010 is the preferred solution for bridges in aggressive environments, or with severe failure consequences, or both, when the discount rate is low.

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Acknowledgments

The authors are grateful for the financial support received from the US National Science Foundation Grant CMMI-1537926, the US Department of Transportation Region 3 University Transportation Center Award No. CIAM-UTC-REG6, and the Pennsylvania Infrastructure Technology Alliance. The opinions and conclusions presented in this paper are those of the authors and do not necessarily reflect the views of the sponsoring organizations.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 11November 2020

History

Received: Nov 26, 2019
Accepted: Jun 9, 2020
Published online: Sep 10, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 10, 2021

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Minghui Cheng, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729. Email: [email protected]
Dan M. Frangopol, Dist.M.ASCE [email protected]
Professor and the Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729 (corresponding author). Email: [email protected]
Changqing Gong, Aff.M.ASCE [email protected]
Assistant Professor, School of Ocean Engineering, Harbin Institute of Technology, Weihai, 264209, China; formerly, Post-Doc Research Associate, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729. Email: [email protected]

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