Non-linear flexural behaviour of RC columns including bar buckling and fatigue degradation

Kashani, Mohammad M and Salami, Mohammad R and Goda, Katsuichiro and Alexander, Nicholas A. (2018) Non-linear flexural behaviour of RC columns including bar buckling and fatigue degradation. Magazine of Concrete Research, 70 (5). pp. 231-247. ISSN 0024-9831

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Abstract

An advanced fibre-based modelling technique is developed to characterise the non-linear flexural behaviour of rectangular reinforced-concrete (RC) columns by accounting for the influence of inelastic buckling and low-cycle fatigue degradation of vertical reinforcement. The proposed uniaxial material model of reinforcing steel is calibrated using 22 rectangular RC column tests. The influence of inelastic buckling of vertical reinforcement on the non-linear cyclic response of rectangular RC columns is investigated. The calibrated model is capable of accurately predicting the non-linear response of rectangular RC columns up to complete collapse by taking into account the additional failure modes of the RC columns.

Item Type:	Article
Identification Number:	https://doi.org/10.1680/jmacr.16.00495
Dates:	Date Event 30 January 2018 Published Online 7 July 2017 Accepted
Uncontrolled Keywords:	fatigue, finite element methods, reinforcement
Subjects:	CAH10 - engineering and technology > CAH10-01 - engineering > CAH10-01-01 - engineering (non-specific) CAH10 - engineering and technology > CAH10-01 - engineering > CAH10-01-07 - civil engineering
Divisions:	Faculty of Computing, Engineering and the Built Environment Faculty of Computing, Engineering and the Built Environment > School of Engineering and the Built Environment
Depositing User:	Euan Scott
Date Deposited:	15 Jan 2019 15:43
Last Modified:	03 Mar 2022 15:33
URI:	https://www.open-access.bcu.ac.uk/id/eprint/6849

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