Finite Element Analysis of the Shear Capacity of Recycled Aggregate Concrete Beams with Corroded Stirrups

被引：0

作者：

Zou Z. ^{[1
,2
,3
]}

Zhao L. ^{[2
]}

Wu J. ^{[1
]}

Chen F. ^{[3
]}

Yang G. ^{[3
]}

You Q. ^{[3
]}

Chen Z. ^{[3
]}

Zhang C. ^{[3
]}

Rao L. ^{[3
]}

Liu X. ^{[3
]}

机构：

[1] Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Jiangsu, Nanjing

[2] Jiangsu Jiangjian Group Co., Ltd, Jiangsu, Yangzhou

[3] Department of Civil Engineering, School of Physical Science and Engineering Technology, Yichun University, Jiangxi, Yichun

来源：

Advances in Materials Science and Engineering | 2023年 / 2023卷

关键词：

Compendex;

D O I：

10.1155/2023/2422748

中图分类号：

学科分类号：

摘要：

In this paper, a model to predict the residual shear capacity of RAC beams with corroded stirrups was established, and the simulation analysis was conducted on recycled concrete beams with different corrosion level using ANSYS. The reliability of the finite element analysis model was verified by comparing the finite element results with experimental results. © 2023 Zhenghao Zou et al.

引用

共 18 条

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