Proceedings of the 2nd International Conference on Engineering Management and Information Science, EMIS 2023, February 24-26, 2023, Chengdu, China

Research Article

Finite element analysis of shear capacity of GFRP perforated plate connectors

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  • @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
Zheng Xiao1, Dongyan Xue1,*, Yao Li1, Yiduo Zhang1
  • 1: Jiangsu University of Science and Technology
*Contact email: dyxue2008@163.com

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.