期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2018
卷号：189
期号：3
页码：032032
DOI：10.1088/1755-1315/189/3/032032
语种：English
出版社：IOP Publishing
摘要：A finite element model of FRP reinforced concrete frame structure is established to analyze the structural performance of FRP reinforced concrete frame. The load displacement hysteretic curve, skeleton curve and ductility of the AFRP reinforcement, CFRP bar and GFRP reinforced concrete frame model are analyzed. The results show that the bearing capacity of the CFRP reinforced concrete frame is the highest, and the AFRP coagulation is used for the concrete frame. The GFRP reinforced concrete frame is the smallest, and the reinforced concrete frame model with AFRP reinforcement is the best in the three types of FRP reinforced concrete frame models.
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