Using Osmos FOS to Assess Corrosion Damage in RC Columns

N. Wahab, K. Soudki
{"title":"Using Osmos FOS to Assess Corrosion Damage in RC Columns","authors":"N. Wahab, K. Soudki","doi":"10.14359/51687085","DOIUrl":null,"url":null,"abstract":"Fiber-Optic Sensors (FOSs) are being introduced in structural health monitoring of bridges and other structures as an alternative to conventional sensors such as electrical strain gauges and vibrating wires. Advantages of FOS, from a materials point of view, include resilience and durability. This study examines the viability of using Osmos FOSs to monitor corrosion-damage in scaled-down reinforced concrete columns. The test variables include the corrosion level, different rebar diameters and concrete covers. Five circular reinforced concrete (RC) columns were cast. The columns were 300mm (12 inch) in diameter by 900 mm (36 inch) long. Each column was reinforced longitudinally with 6 rebars (15M or 20 M or 25 M) and 10M stirrups were provided at 200mm (8 inch) o/c. The concrete cover was 30mm or 45mm or 60mm (1.25 inch or 1.75 inch or 2.15 inch). Accelerated corrosion technique was used to corrode the longitudinal rebars in the columns up to 10% mass loss. The columns were instrumented with Osmos FOSs that were externally mounted around the column’s circumference to monitor the lateral deformation due to corrosion. In addition, corrosion crack widths on the column face were monitored during corrosion exposure. The test results showed that Farady’s law prediction works well for low corrosion levels (up to 5% mass loss) but not for high corrosion levels (10% mass loss) and that it becomes un-conservative as the rebar diameter increases. Corrosion expansion measured based on the Osmos FOS readings and the summation of crack widths across the circumference of the column showed very good correlation. It was found that the corrosion expansion increases as the rebar size increases at any corrosion level and that the corrosion expansion increases as the concrete cover increases at high corrosion level. Therefore, based on the findings of this study, Osmos FOSs can be used in the assessment and monitoring corrosion of steel reinforcement in reinforced concrete columns.","PeriodicalId":191674,"journal":{"name":"\"SP-298: Advanced Materials and Sensors Towards Smart Concrete Bridges: Concept, Performance, Evaluation, and Repair\"","volume":"5 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"\"SP-298: Advanced Materials and Sensors Towards Smart Concrete Bridges: Concept, Performance, Evaluation, and Repair\"","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/51687085","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

Fiber-Optic Sensors (FOSs) are being introduced in structural health monitoring of bridges and other structures as an alternative to conventional sensors such as electrical strain gauges and vibrating wires. Advantages of FOS, from a materials point of view, include resilience and durability. This study examines the viability of using Osmos FOSs to monitor corrosion-damage in scaled-down reinforced concrete columns. The test variables include the corrosion level, different rebar diameters and concrete covers. Five circular reinforced concrete (RC) columns were cast. The columns were 300mm (12 inch) in diameter by 900 mm (36 inch) long. Each column was reinforced longitudinally with 6 rebars (15M or 20 M or 25 M) and 10M stirrups were provided at 200mm (8 inch) o/c. The concrete cover was 30mm or 45mm or 60mm (1.25 inch or 1.75 inch or 2.15 inch). Accelerated corrosion technique was used to corrode the longitudinal rebars in the columns up to 10% mass loss. The columns were instrumented with Osmos FOSs that were externally mounted around the column’s circumference to monitor the lateral deformation due to corrosion. In addition, corrosion crack widths on the column face were monitored during corrosion exposure. The test results showed that Farady’s law prediction works well for low corrosion levels (up to 5% mass loss) but not for high corrosion levels (10% mass loss) and that it becomes un-conservative as the rebar diameter increases. Corrosion expansion measured based on the Osmos FOS readings and the summation of crack widths across the circumference of the column showed very good correlation. It was found that the corrosion expansion increases as the rebar size increases at any corrosion level and that the corrosion expansion increases as the concrete cover increases at high corrosion level. Therefore, based on the findings of this study, Osmos FOSs can be used in the assessment and monitoring corrosion of steel reinforcement in reinforced concrete columns.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
用Osmos FOS评估钢筋混凝土柱腐蚀损伤
光纤传感器(FOSs)被引入到桥梁和其他结构的结构健康监测中,作为传统传感器(如电应变计和振动线)的替代品。从材料的角度来看,FOS的优点包括弹性和耐久性。本研究探讨了使用Osmos FOSs监测按比例缩小的钢筋混凝土柱腐蚀损伤的可行性。试验变量包括腐蚀程度、不同钢筋直径和混凝土覆盖层。五个圆形钢筋混凝土(RC)柱被浇筑。柱子直径为300毫米(12英寸),长900毫米(36英寸)。每根柱纵向用6根钢筋(15M或20m或25m)加固,并在200mm(8英寸)o/c处设置10M的马镫。混凝土覆盖层为30mm或45mm或60mm(1.25英寸或1.75英寸或2.15英寸)。采用加速腐蚀技术对柱内纵筋进行腐蚀,使其质量损失达到10%。柱上安装了Osmos FOSs,该FOSs安装在柱的外围,以监测腐蚀引起的侧向变形。此外,在腐蚀暴露过程中监测了柱面上的腐蚀裂纹宽度。测试结果表明,法拉第定律的预测适用于低腐蚀水平(质量损失高达5%),但不适用于高腐蚀水平(质量损失10%),并且随着钢筋直径的增加,法拉第定律变得不保守。基于Osmos FOS读数测量的腐蚀膨胀与柱周长上的裂纹宽度总和显示出很好的相关性。结果表明,在任意腐蚀水平下,钢筋的腐蚀膨胀随钢筋尺寸的增大而增大;在高腐蚀水平下,钢筋的腐蚀膨胀随混凝土覆盖层的增大而增大。因此,基于本研究结果,Osmos FOSs可用于钢筋混凝土柱中钢筋的腐蚀评估和监测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Evaluation of the Impermeability of Bridge Deck Overlays using Embedded Wireless Moisture Sensors An Artificial Intelligence Approach to Objective Health Monitoring and Damage Detection in Concrete Bridge Girders A Pattern-Based Method for Defective Sensors Detection in an Instrumented Bridge Fiber Reinforced Polymer (FRP) Composites in Retrofitting of Concrete Structures: Polyurethane Systems Versus Epoxy Systems Externally Bonded GFRP and NSM Steel Bars for Improved Strengthening of Rectangular Concrete Beam
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1