Impact of asymmetrical corrosion of piers on seismic fragility of ageing irregular concrete bridges
Afsar Dizaj, Ebrahim and Salami, Mohammad R. and Kashani, Mohammad M. (2023) Impact of asymmetrical corrosion of piers on seismic fragility of ageing irregular concrete bridges. Structure and Infrastructure Engineering. pp. 1-20. ISSN 1573-2479
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Abstract
This article investigates the seismic fragility of ageing irregular multi-span reinforced concrete (RC) bridges. Different irregularity sources are considered, including: (i) substructure stiffness irregularity arising from the unequal-height piers, (ii) substructure stiffness irregularity arising from the spatially variable (asymmetrical) corrosion damage of piers and (iii) irregular distribution of effective tributary masses on piers of varying heights. To this end, a three-dimensional nonlinear finite element model is developed for multi-span RC bridges and verified against a large-scale shake table test results of a two-span concrete bridge specimen available in the literature. Nonlinear pushover, incremental dynamic and seismic fragility analyses are performed on three groups of two-span RC bridges with different configurations. Moreover, a time-dependent dimensionless local damage index is employed to evaluate the failure sequence and collapse probability of selected bridge layouts. The analysis results of the three studied irregularity sources show the considerable significance of spatially variable corrosion of bridge piers and substructure irregularity on the failure sequence of piers and seismic fragility of multi-span RC bridges. Furthermore, analysis outcomes show that uneven corrosion of piers triggers an unbalanced distribution of seismic ductility demands and irregular seismic response of equal-height multi-span RC bridges.
Item Type: | Article |
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Identification Number: | 10.1080/15732479.2023.2271887 |
Dates: | Date Event 27 June 2023 Accepted 25 October 2023 Published Online |
Uncontrolled Keywords: | fragility analysis, irregularity, local damage index, multi-span bridge, nonlinear dynamic, reinforced concrete, spatially variable corrosion |
Subjects: | CAH10 - engineering and technology > CAH10-01 - engineering > CAH10-01-01 - engineering (non-specific) |
Divisions: | Faculty of Computing, Engineering and the Built Environment > College of Built Environment |
Depositing User: | Gemma Tonks |
Date Deposited: | 22 Jan 2024 15:57 |
Last Modified: | 20 Jun 2024 11:44 |
URI: | https://www.open-access.bcu.ac.uk/id/eprint/15157 |
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