The University of Southampton
University of Southampton Institutional Repository

Structural response of corroded concrete columns with different rebar confinements under cyclic compressive loading

Structural response of corroded concrete columns with different rebar confinements under cyclic compressive loading
Structural response of corroded concrete columns with different rebar confinements under cyclic compressive loading
The new codes have recently introduced seismic detailing for new structures, but there are still older reinforced concrete structures without proper ductile detailing for earthquake resistance. These structures are further impacted by the corrosion of their embedded rebars which further reduces the strength and ductility under loading. This paper presents summary of the results of an experimental investigation performed on short RC columns, with different confinement configurations subject to varying degrees of corrosion, to investigate the structural responses to cyclic loading. The experiment was conducted on 20 short RC columns (square and circular) with two levels of confinements and steel reinforcement corrosion loss ranging from 0% to to ~30% subjected to cyclic compressive load. The test results show that corrosion and rebar confinements significantly impact the structural responses of corroded columns.
3340-3347
Aminulai, Hammed Olanrewaju
2f39bbad-cf80-4fe1-86f7-eed15def6242
Kashani, Mohammad Mehdi
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
Biondini, Fabio
Frangopol, Dan M.
Aminulai, Hammed Olanrewaju
2f39bbad-cf80-4fe1-86f7-eed15def6242
Kashani, Mohammad Mehdi
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
Biondini, Fabio
Frangopol, Dan M.

Aminulai, Hammed Olanrewaju, Kashani, Mohammad Mehdi and Ferguson, Neil (2023) Structural response of corroded concrete columns with different rebar confinements under cyclic compressive loading. Biondini, Fabio and Frangopol, Dan M. (eds.) In Life-Cycle of Structures and Infrastructure Systems. pp. 3340-3347 . (doi:10.1201/9781003323020-408).

Record type: Conference or Workshop Item (Paper)

Abstract

The new codes have recently introduced seismic detailing for new structures, but there are still older reinforced concrete structures without proper ductile detailing for earthquake resistance. These structures are further impacted by the corrosion of their embedded rebars which further reduces the strength and ductility under loading. This paper presents summary of the results of an experimental investigation performed on short RC columns, with different confinement configurations subject to varying degrees of corrosion, to investigate the structural responses to cyclic loading. The experiment was conducted on 20 short RC columns (square and circular) with two levels of confinements and steel reinforcement corrosion loss ranging from 0% to to ~30% subjected to cyclic compressive load. The test results show that corrosion and rebar confinements significantly impact the structural responses of corroded columns.

Text
Aminulai et al_cyclic - Accepted Manuscript
Download (3MB)

More information

Published date: 28 June 2023

Identifiers

Local EPrints ID: 479965
URI: http://eprints.soton.ac.uk/id/eprint/479965
PURE UUID: 0b2e539d-c436-444d-ba2c-fc5ece6a959f
ORCID for Hammed Olanrewaju Aminulai: ORCID iD orcid.org/0000-0001-6185-5000
ORCID for Mohammad Mehdi Kashani: ORCID iD orcid.org/0000-0003-0008-0007
ORCID for Neil Ferguson: ORCID iD orcid.org/0000-0001-5955-7477

Catalogue record

Date deposited: 31 Jul 2023 16:48
Last modified: 28 Nov 2024 03:06

Export record

Altmetrics

Contributors

Author: Hammed Olanrewaju Aminulai ORCID iD
Author: Neil Ferguson ORCID iD
Editor: Fabio Biondini
Editor: Dan M. Frangopol

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×