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Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation

Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation
Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation
A new phenomenological hysteretic model for reinforcing bars with and without corrosion damage is presented. The model simulates buckling of reinforcement, deterioration in post-buckling compressive strength due to strain history and the impact of low-cycle fatigue on tension response. The model, for uncorroded reinforcing bars, is calibrated using data from numerical simulations and corrosion damage parameters are calibrated using experimental data. The model is evaluated using a comprehensive experimental data set, and the results show that the model is in a good agreement with the data.
Reinforcing steel, Corrosion, Inelastic buckling, Hysteretic model, Cyclic behaviour, Constitutive modelling, Low-cycle fatigue
0045-7949
58–71
Kashani, Mohammad M.
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Lowes, Laura N.
7cfd0770-3fdc-43bf-842a-3dfbfed41dad
Crewe, Adam J.
89d119a7-3a3e-489c-8330-cfaf55ac8857
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9
Kashani, Mohammad M.
d1074b3a-5853-4eb5-a4ef-7d741b1c025d
Lowes, Laura N.
7cfd0770-3fdc-43bf-842a-3dfbfed41dad
Crewe, Adam J.
89d119a7-3a3e-489c-8330-cfaf55ac8857
Alexander, Nicholas A.
544fc8c7-40a4-4e81-aaab-89e78f1a6fc9

Kashani, Mohammad M., Lowes, Laura N., Crewe, Adam J. and Alexander, Nicholas A. (2015) Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation. Computers & Structures, 156 (14), 58–71. (doi:10.1016/j.compstruc.2015.04.005).

Record type: Article

Abstract

A new phenomenological hysteretic model for reinforcing bars with and without corrosion damage is presented. The model simulates buckling of reinforcement, deterioration in post-buckling compressive strength due to strain history and the impact of low-cycle fatigue on tension response. The model, for uncorroded reinforcing bars, is calibrated using data from numerical simulations and corrosion damage parameters are calibrated using experimental data. The model is evaluated using a comprehensive experimental data set, and the results show that the model is in a good agreement with the data.

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More information

Accepted/In Press date: 6 April 2015
e-pub ahead of print date: 28 April 2015
Published date: 1 August 2015
Keywords: Reinforcing steel, Corrosion, Inelastic buckling, Hysteretic model, Cyclic behaviour, Constitutive modelling, Low-cycle fatigue
Organisations: Infrastructure Group

Identifiers

Local EPrints ID: 407373
URI: http://eprints.soton.ac.uk/id/eprint/407373
ISSN: 0045-7949
PURE UUID: 577110c8-0703-4ec5-af2b-f8106416fcfa
ORCID for Mohammad M. Kashani: ORCID iD orcid.org/0000-0003-0008-0007

Catalogue record

Date deposited: 04 Apr 2017 01:09
Last modified: 16 Mar 2024 04:29

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Contributors

Author: Laura N. Lowes
Author: Adam J. Crewe
Author: Nicholas A. Alexander

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