摘要
为解决复材筋的对接问题,研制出满足工程应用的复材筋全纤维增强复材(FRP)连接器,设计了两种截面形式的全FRP材质复材筋连接器,制作了两组共计10个复材筋对接连接的拉伸性能测试试件,对其抗拉伸性能进行了试验研究。试验结果可知:两种复材筋连接器接头均能可靠对复合材料筋进行连接。建立了两种截面形式复材筋连接器的有限元模型,对其连接不同直径纤维筋时的受力性能进行了分析,并与试验结果进行了比较和分析,得到了两种可以用于工程实践的复材筋连接接头。
The paper focused on the butt joint technology research of FRP bars and the application of FRP bar connectors,two kinds of FRP bar connectors with different sections were designed. Two groups,a total of 10 FRP bars butt-jointed specimens were manufactured to test the tensile properties,which indicated that both two FRP bar connectors could connect FRP bars safely. The finite element models of the two kinds of FRB bar connectors were established. The mechanical properties of the connectors connecting different FRP bars were analyzed,and the analysis results were compared with the test results. Two kinds of FRB bar connecters that can be used in engineering practice have been obtained,which have practical guiding significance for engineering practice.
引文
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