Technical Papers
Apr 17, 2015

Seismic Repair of Reinforced Concrete Bridge Columns: Review of Research Findings

Publication: Journal of Bridge Engineering
Volume 20, Issue 12

Abstract

Repair has become a viable option for restoring the use of earthquake-damaged RC elements, even those that have been severely damaged. To select and design an appropriate repair system for damaged RC bridge columns, it is important that results from previous studies are known. This paper presents a comprehensive summary and review of techniques to repair earthquake-damaged RC bridge columns, as well as numerical methods for analyzing the response of repaired columns. Repair of columns with and without fractured longitudinal reinforcing bars is discussed. Studies are reviewed in terms of the apparent damage, repair technique, and performance of the repair. Advantages and disadvantages associated with each repair technique are discussed.

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Acknowledgments

The authors would like to express their appreciation to the University of Missouri Research Board and National University Transportation Center at Missouri S&T for their financial support for this study.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 20Issue 12December 2015

History

Received: Jun 27, 2014
Accepted: Dec 5, 2014
Published online: Apr 17, 2015
Discussion open until: Sep 17, 2015
Published in print: Dec 1, 2015

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Authors

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Graduate Research Assistant, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409. E-mail: [email protected]
Graduate Research Assistant, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409. E-mail: [email protected]
Lesley H. Sneed [email protected]
Associate Professor, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409 (corresponding author). E-mail: [email protected]

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