Behavior of CFRP-confined Concrete-filled square steel tube columns with section circularized under axial compression
Engineering Structures(2022)
摘要
•A section circularized method of CFRP-confined CFSST columns was suggested.•Parameters that influence the axial compressive properties of columns were analysed.•Different combined models were suggested to predict the bearing capacity of columns.
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关键词
Carbon fiber-reinforced polymer (CFRP),concrete-filled square steel tube (CFSST),Section circularized,Bearing capacity
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