{"title":"Seismic behavior of RC bridges with various types of irregularities under chloride-induced corrosion","authors":"Sepehr Nazari, Payam Tehrani","doi":"10.1016/j.istruc.2025.109218","DOIUrl":null,"url":null,"abstract":"<div><div>This research investigates the seismic behavior of 16 RC bridge models by accounting for the influence of chloride-related corrosion in their columns. The bridges include one regular and 15 irregular configurations, incorporating various types and combinations of irregularities. Structural irregularities, such as unequal column heights, unequal span lengths, and plan curvature, influence geometry and stiffness distribution, significantly impacting seismic behavior. Additionally, chloride accumulation over time leads to steel bar corrosion, degrading the mechanical properties of RC bridge columns. To assess these effects, all bridge configurations were subjected to corrosion levels of 0 %, 10 %, 20 %, and 30 %, and analyzed using inelastic time history analysis (ITHA) with 11 far-field earthquake records. The results show that corrosion increases column drift and maximum deck displacement, significantly impacting seismic safety. In particular, demand-to-capacity ratios increased by up to 80 % in certain irregular configurations, emphasizing the need for corrosion mitigation and seismic retrofitting in aging infrastructure. This study offers novel insights into the coupled effects of material degradation and structural irregularities, a critical but underexplored aspect of seismic bridge performance.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"78 ","pages":"Article 109218"},"PeriodicalIF":3.9000,"publicationDate":"2025-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S235201242501032X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
This research investigates the seismic behavior of 16 RC bridge models by accounting for the influence of chloride-related corrosion in their columns. The bridges include one regular and 15 irregular configurations, incorporating various types and combinations of irregularities. Structural irregularities, such as unequal column heights, unequal span lengths, and plan curvature, influence geometry and stiffness distribution, significantly impacting seismic behavior. Additionally, chloride accumulation over time leads to steel bar corrosion, degrading the mechanical properties of RC bridge columns. To assess these effects, all bridge configurations were subjected to corrosion levels of 0 %, 10 %, 20 %, and 30 %, and analyzed using inelastic time history analysis (ITHA) with 11 far-field earthquake records. The results show that corrosion increases column drift and maximum deck displacement, significantly impacting seismic safety. In particular, demand-to-capacity ratios increased by up to 80 % in certain irregular configurations, emphasizing the need for corrosion mitigation and seismic retrofitting in aging infrastructure. This study offers novel insights into the coupled effects of material degradation and structural irregularities, a critical but underexplored aspect of seismic bridge performance.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.