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
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.
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