Research Article
Finite element analysis of shear capacity of GFRP perforated plate connectors
@INPROCEEDINGS{10.4108/eai.24-2-2023.2330641, author={Zheng Xiao and Dongyan Xue and Yao Li and Yiduo Zhang}, title={Finite element analysis of shear capacity of GFRP perforated plate connectors}, proceedings={Proceedings of the 2nd International Conference on Engineering Management and Information Science, EMIS 2023, February 24-26, 2023, Chengdu, China}, publisher={EAI}, proceedings_a={EMIS}, year={2023}, month={6}, keywords={push-out test perforated plate connectors finite element model gfrp}, doi={10.4108/eai.24-2-2023.2330641} }- Zheng Xiao
Dongyan Xue
Yao Li
Yiduo Zhang
Year: 2023
Finite element analysis of shear capacity of GFRP perforated plate connectors
EMIS
EAI
DOI: 10.4108/eai.24-2-2023.2330641
Abstract
The finite element model was established by ABAQUS software to simulate the push-out test of GFRP perforated plate connectors. The reliability of numerical simulation was verified by comparing with the test results. Then, using the strength grade of concrete and the strength of perforated rebar as the changing parameters, the influencing factors of the shear capacity of the GFRP perforated plate connectors are explored. The test results indicate that increasing the strength level of concrete, the strength of perforated rebar can improve the shear capacity of the GFRP perforated plate connectors.
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