Technical Papers
Sep 7, 2023

Finite Element Analysis of Chloride Ingress in Prestressed Concrete Bridge Girders Accounting for Service-Life Ambient Conditions

Publication: Journal of Structural Engineering
Volume 149, Issue 11

Abstract

This paper introduces a computational simulation scheme to describe the intrusion of corrosion-inducing chloride ions in prestressed bridge girders. This phenomenon impacts the durability of bridges in coastal zones or regions where deicing salts are used. The computational study is focused on two girders decommissioned from separate bridges in Virginia after 34 and 49 years of service. A time-dependent, nonlinear finite element scheme, accounting for coupled heat, moisture, and chloride transport, is formulated and used in the analyses. The model parameters are calibrated using data from material tests in the literature. Subsequently, two-dimensional analyses are conducted to determine the evolution of chloride in the girder cross-sections. Contrary to earlier studies using finite element analysis, which have been focused on laboratory specimens, the work presented herein is focused on reproducing the evolution of chloride ingress of actual bridge members, considering the local climate conditions through the use of temperature and relative humidity measurements from weather stations in the vicinity of the bridges. The simulations are found capable of capturing the actual chloride content at various depths from the surface, measured through titration tests. Further analyses indicate that using the simplified, design-oriented equations in the fib code may underestimate the chloride content during the lifespan of a bridge. A similar underestimation is observed if the impact of advective chloride transport is neglected in the finite element models.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research presented in this paper has been supported by the Virginia Department of Transportation (Grant No. 114590). Any opinions expressed in the paper are these of the authors and do not necessarily reflect those of the sponsor.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 11November 2023

History

Received: May 23, 2022
Accepted: Jun 21, 2023
Published online: Sep 7, 2023
Published in print: Nov 1, 2023
Discussion open until: Feb 7, 2024

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Mojtaba Aliasghar-Mamaghani, S.M.ASCE https://orcid.org/0000-0002-5845-3948 [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061 (corresponding author). ORCID: https://orcid.org/0000-0002-5845-3948. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. ORCID: https://orcid.org/0000-0002-3556-4258. Email: [email protected]
Carin Roberts-Wollmann [email protected]
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. Email: [email protected]
Matthew Hebdon, M.ASCE [email protected]
Associate Professor, Dept. of Civil Architectural and Environmental Engineering, The Univ. of Texas at Austin, Austin, TX 78712. Email: [email protected]

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