Research on the flexural capacity of corroded recycled aggregate concrete beams by finite elements method

In this paper, based on the experimental fitting method of recycled concrete beams with corroded rebar, finite element analysis by changing the values of factors affecting the flexural capacity was conducted. The results showed that the flexural capacity of recycled concrete beams increased with the...

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Bibliographic Details
Published inJournal of physics. Conference series Vol. 2736; no. 1; pp. 12030 - 12034
Main Authors Zou, Zhenghao, Xiao, Shixiong, Chen, Fang, Yang, Guojiao, Zhao, Lin, Wu, Jin, Yang, Zhiwen
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.03.2024
Subjects
Concrete aggregates
Corrosion
Finite Element Analysis
Finite element method
Flexural Capacity
Longitudinal Rebar
Recycled materials
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ISSN1742-6588
1742-6596
1742-6596
DOI10.1088/1742-6596/2736/1/012030

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Summary:In this paper, based on the experimental fitting method of recycled concrete beams with corroded rebar, finite element analysis by changing the values of factors affecting the flexural capacity was conducted. The results showed that the flexural capacity of recycled concrete beams increased with the increase of section width and height.
Bibliography:ObjectType-Article-1
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ISSN:1742-6588
1742-6596
1742-6596
DOI:10.1088/1742-6596/2736/1/012030