Relationship model between surface strain of concrete and expansion force of reinforcement rust

Abstract Concrete cracking caused by corrosion of reinforcement could significantly shorten the durability of reinforced concrete structure. It remains critical to investigate the process and mechanism of the corrosion occurring to concrete reinforcement and establish the theoretical prediction mode...

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Autores principales: Fanxiu Chen, Zuquan Jin, Endong Wang, Lanqin Wang, Yudan Jiang, Pengfei Guo, Xinya Gao, Xiaoyuan He
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Lenguaje:EN
Publicado: Nature Portfolio 2021
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Acceso en línea:https://doaj.org/article/92cb9062602246dd8d280378371f1f2d
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spelling oai:doaj.org-article:92cb9062602246dd8d280378371f1f2d2021-12-02T14:03:58ZRelationship model between surface strain of concrete and expansion force of reinforcement rust10.1038/s41598-021-83376-w2045-2322https://doaj.org/article/92cb9062602246dd8d280378371f1f2d2021-02-01T00:00:00Zhttps://doi.org/10.1038/s41598-021-83376-whttps://doaj.org/toc/2045-2322Abstract Concrete cracking caused by corrosion of reinforcement could significantly shorten the durability of reinforced concrete structure. It remains critical to investigate the process and mechanism of the corrosion occurring to concrete reinforcement and establish the theoretical prediction model of concrete expansion force for the whole process of corrosion cracking of reinforcement. Under the premise of uniform corrosion of reinforcing steel bars, the elastic mechanics analysis method is adopted to analyze the entire process starting from the corrosion of steel bars to the cracking of concrete due to corrosion. A relationship model between the expansion force of corrosion of steel bars and the surface strain of concrete is established. On the cuboid reinforced concrete specimens with square cross-sections, accelerated corrosion tests are carried out to calibrate and verify the established model. The model can be able to estimate the real-time expansion force of reinforced concrete at any time of the whole process from the initiation of steel corrosion to the end of concrete cracking by measuring the surface strain of concrete. It could be useful for quantitative real-time monitoring of steel corrosion in concrete structures.Fanxiu ChenZuquan JinEndong WangLanqin WangYudan JiangPengfei GuoXinya GaoXiaoyuan HeNature PortfolioarticleMedicineRScienceQENScientific Reports, Vol 11, Iss 1, Pp 1-11 (2021)
institution DOAJ
collection DOAJ
language EN
topic Medicine
R
Science
Q
spellingShingle Medicine
R
Science
Q
Fanxiu Chen
Zuquan Jin
Endong Wang
Lanqin Wang
Yudan Jiang
Pengfei Guo
Xinya Gao
Xiaoyuan He
Relationship model between surface strain of concrete and expansion force of reinforcement rust
description Abstract Concrete cracking caused by corrosion of reinforcement could significantly shorten the durability of reinforced concrete structure. It remains critical to investigate the process and mechanism of the corrosion occurring to concrete reinforcement and establish the theoretical prediction model of concrete expansion force for the whole process of corrosion cracking of reinforcement. Under the premise of uniform corrosion of reinforcing steel bars, the elastic mechanics analysis method is adopted to analyze the entire process starting from the corrosion of steel bars to the cracking of concrete due to corrosion. A relationship model between the expansion force of corrosion of steel bars and the surface strain of concrete is established. On the cuboid reinforced concrete specimens with square cross-sections, accelerated corrosion tests are carried out to calibrate and verify the established model. The model can be able to estimate the real-time expansion force of reinforced concrete at any time of the whole process from the initiation of steel corrosion to the end of concrete cracking by measuring the surface strain of concrete. It could be useful for quantitative real-time monitoring of steel corrosion in concrete structures.
format article
author Fanxiu Chen
Zuquan Jin
Endong Wang
Lanqin Wang
Yudan Jiang
Pengfei Guo
Xinya Gao
Xiaoyuan He
author_facet Fanxiu Chen
Zuquan Jin
Endong Wang
Lanqin Wang
Yudan Jiang
Pengfei Guo
Xinya Gao
Xiaoyuan He
author_sort Fanxiu Chen
title Relationship model between surface strain of concrete and expansion force of reinforcement rust
title_short Relationship model between surface strain of concrete and expansion force of reinforcement rust
title_full Relationship model between surface strain of concrete and expansion force of reinforcement rust
title_fullStr Relationship model between surface strain of concrete and expansion force of reinforcement rust
title_full_unstemmed Relationship model between surface strain of concrete and expansion force of reinforcement rust
title_sort relationship model between surface strain of concrete and expansion force of reinforcement rust
publisher Nature Portfolio
publishDate 2021
url https://doaj.org/article/92cb9062602246dd8d280378371f1f2d
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AT yudanjiang relationshipmodelbetweensurfacestrainofconcreteandexpansionforceofreinforcementrust
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