Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete

Abstract When operating within the environments rich with sodium chloride, steel bars of reinforced concrete structures are often subject to corrosion caused by surrounding erosive materials, and the associated rust expansion force due to corrosion takes a critical role in determining the durability...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Fan-xiu Chen, Yi-chen Zhong, Xin-ya Gao, Zu-quan Jin, En-dong Wang, Fei-peng Zhu, Xin-xing Shao, Xiao-yuan He
Formato: article
Lenguaje:EN
Publicado: Nature Portfolio 2021
Materias:
R
Q
Acceso en línea:https://doaj.org/article/7327f85f03a74e8a9bc7758aa6b88043
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:7327f85f03a74e8a9bc7758aa6b88043
record_format dspace
spelling oai:doaj.org-article:7327f85f03a74e8a9bc7758aa6b880432021-12-02T18:27:50ZNon-uniform model of relationship between surface strain and rust expansion force of reinforced concrete10.1038/s41598-021-88146-22045-2322https://doaj.org/article/7327f85f03a74e8a9bc7758aa6b880432021-04-01T00:00:00Zhttps://doi.org/10.1038/s41598-021-88146-2https://doaj.org/toc/2045-2322Abstract When operating within the environments rich with sodium chloride, steel bars of reinforced concrete structures are often subject to corrosion caused by surrounding erosive materials, and the associated rust expansion force due to corrosion takes a critical role in determining the durability of relevant reinforced concrete structures. By investigating the corrosion course of steel reinforcement with theory of elasticity, a numerical rust expansion model is established for the moment of concrete surface rupture based on non-uniform sin function. Cuboid reinforced concrete specimen with squared cross sections is tested to analyze the rust expansion when concrete cracks due to corrosive forces. The utility of the established expansion model is validated by numerical simulation with Abaqus through the comparison between the associated outcomes. The impacts of steel bar diameter and concrete cover thickness on the magnitude of rust expansion force are discussed.Fan-xiu ChenYi-chen ZhongXin-ya GaoZu-quan JinEn-dong WangFei-peng ZhuXin-xing ShaoXiao-yuan HeNature PortfolioarticleMedicineRScienceQENScientific Reports, Vol 11, Iss 1, Pp 1-9 (2021)
institution DOAJ
collection DOAJ
language EN
topic Medicine
R
Science
Q
spellingShingle Medicine
R
Science
Q
Fan-xiu Chen
Yi-chen Zhong
Xin-ya Gao
Zu-quan Jin
En-dong Wang
Fei-peng Zhu
Xin-xing Shao
Xiao-yuan He
Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
description Abstract When operating within the environments rich with sodium chloride, steel bars of reinforced concrete structures are often subject to corrosion caused by surrounding erosive materials, and the associated rust expansion force due to corrosion takes a critical role in determining the durability of relevant reinforced concrete structures. By investigating the corrosion course of steel reinforcement with theory of elasticity, a numerical rust expansion model is established for the moment of concrete surface rupture based on non-uniform sin function. Cuboid reinforced concrete specimen with squared cross sections is tested to analyze the rust expansion when concrete cracks due to corrosive forces. The utility of the established expansion model is validated by numerical simulation with Abaqus through the comparison between the associated outcomes. The impacts of steel bar diameter and concrete cover thickness on the magnitude of rust expansion force are discussed.
format article
author Fan-xiu Chen
Yi-chen Zhong
Xin-ya Gao
Zu-quan Jin
En-dong Wang
Fei-peng Zhu
Xin-xing Shao
Xiao-yuan He
author_facet Fan-xiu Chen
Yi-chen Zhong
Xin-ya Gao
Zu-quan Jin
En-dong Wang
Fei-peng Zhu
Xin-xing Shao
Xiao-yuan He
author_sort Fan-xiu Chen
title Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
title_short Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
title_full Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
title_fullStr Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
title_full_unstemmed Non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
title_sort non-uniform model of relationship between surface strain and rust expansion force of reinforced concrete
publisher Nature Portfolio
publishDate 2021
url https://doaj.org/article/7327f85f03a74e8a9bc7758aa6b88043
work_keys_str_mv AT fanxiuchen nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT yichenzhong nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT xinyagao nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT zuquanjin nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT endongwang nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT feipengzhu nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT xinxingshao nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
AT xiaoyuanhe nonuniformmodelofrelationshipbetweensurfacestrainandrustexpansionforceofreinforcedconcrete
_version_ 1718377984693370880