GFRP穿孔板连接件抗剪承载力有限元分析

Zheng Xiao, Dongyan Xue, Yao Li, Yiduo Zhang
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引用次数: 0

摘要

:采用ABAQUS软件建立有限元模型,模拟GFRP穿孔板连接件的推出试验。通过与试验结果的对比,验证了数值模拟的可靠性。然后,以混凝土强度等级和带孔钢筋强度为变化参数,探讨了GFRP带孔板连接件抗剪承载力的影响因素。试验结果表明,提高混凝土的强度等级,提高钢筋的强度,可以提高GFRP孔板连接件的抗剪能力。
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Finite element analysis of shear capacity of GFRP perforated plate connectors
: 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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