Abstract

In this study, three reinforced concrete (RC) columns with and without corrosion and different reinforcement details are tested under lateral cyclic loading. One of these columns is well-confined to represent modern RC bridge piers that are designed according to the current seismic design codes, and the second column has the same detail with corrosion damage. The third column is a lightly confined corroded column to represent aging RC bridge piers that are not designed to the current seismic design codes. The experimental results showed that corrosion significantly impacts the ductility loss more than the strength loss of the tested corroded columns. In addition, although the uncorroded column was designed according to the current seismic design code, severe inelastic buckling in the vertical bars was observed during the cyclic tests.

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Data Availability Statement

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

Acknowledgments

The authors thank Network Rail for their professional and financial support for this research. Furthermore, the authors acknowledge the support received by the UK Engineering and Physical Sciences Research Council for funding the experimental program under Grant No. EP/R039178/1. The experiments were conducted in the LSTL, which is part of the Collaboratorium for Research on Infrastructure and Cities National Infrastructure Laboratory, based at the University of Southampton. The help of Andrew Morgan, LSTL Technician, in setting-up the experiment is gratefully acknowledged.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 8August 2024

History

Received: May 31, 2023
Accepted: Jan 6, 2024
Published online: May 17, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 17, 2024

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Associate Professor, Univ. of Southampton Boldrewood Innovation Campus, Burgess Rd., Room 4019, Building 178, Southampton SO16 7QF, UK. ORCID: https://orcid.org/0000-0003-0008-0007. Email: [email protected]
Ph. D. Candidate, Univ. of Southampton Boldrewood Innovation Campus, Burgess Rd., Building 178, Southampton SO16 7QF, UK (corresponding author). ORCID: https://orcid.org/0009-0008-3808-3696. Email: [email protected]
Ph. D. Candidate, Univ. of Southampton Boldrewood Innovation Campus, Burgess Rd., Building 178, Southampton SO16 7QF, UK. ORCID: https://orcid.org/0000-0001-6185-5000. Email: [email protected]
Sheida Afshan [email protected]
Associate Professor, Univ. of Southampton Boldrewood Innovation Campus, Burgess Rd., Room 4021, Building 178, Southampton SO16 7QF, UK. Email: [email protected]
Experimental Officer, Large-Scale Structural Testing Laboratory (LSTL), Univ. of Southampton, Boldrewood Innovation Campus, Building 178, Burgess Rd., Southampton SO16 7QF, UK. ORCID: https://orcid.org/0000-0002-6409-040X. Email: [email protected]

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