Finite element analysis of deterioration of axial compression behavior of corroded steel-reinforced concrete middle-length columns

Finite element analysis of deterioration of axial compression behavior of corroded steel-reinforced concrete middle-length columns

The corrosion problem of steel-reinforced concrete (SRC) columns in coastal areas is becoming increasingly severe and needs to be solved urgently. This study established a numerical analysis model for SRC middle-length columns considering corrosion effects. The bond–slip constitutive relationship be...

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Bibliographic Details
Main Authors: Nie Renjie, Chen Yitao, Xing Zhiquan, Chen Libo, Yue Zhicheng, Chen Wei, Chen Yu, Chen Long, Liu Shuping, Chen Jincheng
Format: Article
Language:English
Published: De Gruyter 2024-02-01
Series:Reviews on Advanced Materials Science
Subjects:
corrosion
steel-reinforced concrete middle-length columns
finite element results
Online Access:https://doi.org/10.1515/rams-2023-0184

Internet

https://doi.org/10.1515/rams-2023-0184

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