Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers

Mairead  Ni Choine; Mehdi M Kashani; Laura N Lowes; Alan O' Connor; Adam J Crewe; Nicholas A Alexander; Jamie E Padgett

Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers

Mairead Ni Choine, Mehdi M Kashani, Laura N Lowes, Alan O' Connor, Adam J Crewe, Nicholas A Alexander, Jamie E Padgett

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

1 Citation (Scopus)

Abstract

In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on the seismic fragility of a multi-span concrete integral bridge is explored. A new constitutive model for corroded reinforcing steel is used. This model simulates the buckling of longitudinal reinforcement under cyclic loading and the impact of corrosion on buckling strength. Cover concrete strength is adjusted to account for corrosion induced damage and core concrete strength and ductility are adjusted to account for corrosion induced damage to transverse reinforcement. This study evaluates the impact of chloride induced corrosion of the reinforced concrete columns on the seismic fragility of the bridge. Fragility curves are developed at a various time intervals over the lifetime of the bridge. The results of this study show that the bridge fragility increases significantly with corrosion.

Original language	English
Title of host publication	Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
Publisher	CRC Press
Pages	304-310
Number of pages	7
Volume	1
ISBN (Electronic)	978-1-315-76180-0
ISBN (Print)	9781138001206
Publication status	Published - 2015
Event	4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan Duration: 16 Nov 2014 → 19 Nov 2014

Conference

Conference	4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
Country/Territory	Japan
City	Tokyo
Period	16/11/14 → 19/11/14

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Ni Choine, M., Kashani, M. M., Lowes, L. N., Connor, A. O., Crewe, A. J., Alexander, N. A., & Padgett, J. E. (2015). Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers. In Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 (Vol. 1, pp. 304-310). CRC Press.

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title = "Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers",

abstract = "In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on the seismic fragility of a multi-span concrete integral bridge is explored. A new constitutive model for corroded reinforcing steel is used. This model simulates the buckling of longitudinal reinforcement under cyclic loading and the impact of corrosion on buckling strength. Cover concrete strength is adjusted to account for corrosion induced damage and core concrete strength and ductility are adjusted to account for corrosion induced damage to transverse reinforcement. This study evaluates the impact of chloride induced corrosion of the reinforced concrete columns on the seismic fragility of the bridge. Fragility curves are developed at a various time intervals over the lifetime of the bridge. The results of this study show that the bridge fragility increases significantly with corrosion.",

author = "{Ni Choine}, Mairead and Kashani, {Mehdi M} and Lowes, {Laura N} and Connor, {Alan O'} and Crewe, {Adam J} and Alexander, {Nicholas A} and Padgett, {Jamie E}",

year = "2015",

language = "English",

isbn = "9781138001206",

volume = "1",

pages = "304--310",

booktitle = "Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014",

publisher = "CRC Press",

address = "United States",

note = "4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 ; Conference date: 16-11-2014 Through 19-11-2014",

}

Ni Choine, M, Kashani, MM, Lowes, LN, Connor, AO, Crewe, AJ, Alexander, NA & Padgett, JE 2015, Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers. in Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014. vol. 1, CRC Press, pp. 304-310, 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014, Tokyo, Japan, 16/11/14.

Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers. / Ni Choine, Mairead ; Kashani, Mehdi M; Lowes, Laura N et al.
Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014. Vol. 1 CRC Press, 2015. p. 304-310.

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

TY - GEN

T1 - Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers

AU - Ni Choine, Mairead

AU - Kashani, Mehdi M

AU - Lowes, Laura N

AU - Connor, Alan O'

AU - Crewe, Adam J

AU - Alexander, Nicholas A

AU - Padgett, Jamie E

PY - 2015

Y1 - 2015

N2 - In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on the seismic fragility of a multi-span concrete integral bridge is explored. A new constitutive model for corroded reinforcing steel is used. This model simulates the buckling of longitudinal reinforcement under cyclic loading and the impact of corrosion on buckling strength. Cover concrete strength is adjusted to account for corrosion induced damage and core concrete strength and ductility are adjusted to account for corrosion induced damage to transverse reinforcement. This study evaluates the impact of chloride induced corrosion of the reinforced concrete columns on the seismic fragility of the bridge. Fragility curves are developed at a various time intervals over the lifetime of the bridge. The results of this study show that the bridge fragility increases significantly with corrosion.

AB - In this paper the impact of corrosion of reinforcing steel in reinforced concrete (RC) columns on the seismic fragility of a multi-span concrete integral bridge is explored. A new constitutive model for corroded reinforcing steel is used. This model simulates the buckling of longitudinal reinforcement under cyclic loading and the impact of corrosion on buckling strength. Cover concrete strength is adjusted to account for corrosion induced damage and core concrete strength and ductility are adjusted to account for corrosion induced damage to transverse reinforcement. This study evaluates the impact of chloride induced corrosion of the reinforced concrete columns on the seismic fragility of the bridge. Fragility curves are developed at a various time intervals over the lifetime of the bridge. The results of this study show that the bridge fragility increases significantly with corrosion.

UR - http://www.scopus.com/inward/record.url?scp=84941211704&partnerID=8YFLogxK

M3 - Conference Contribution (Conference Proceeding)

AN - SCOPUS:84941211704

SN - 9781138001206

VL - 1

SP - 304

EP - 310

BT - Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014

PB - CRC Press

T2 - 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014

Y2 - 16 November 2014 through 19 November 2014

ER -

Ni Choine M, Kashani MM, Lowes LN, Connor AO, Crewe AJ, Alexander NA et al. Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers. In Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014. Vol. 1. CRC Press. 2015. p. 304-310

Nonlinear dynamic response of a multi-span integral bridge with corrosion damaged RC piers

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