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- W2370002711 abstract "Based on the reasonable hypothesis of the stress state under the ultimate load of the CFRP tube, steel tube and the core concrete,using the limit equilibrium methods and taking the MatLab as the computational tool,we inferred the computational expressions of the bearing capacity of the CFRP-super thin-wall round steel tube concrete axial compression short column witch with the steel tube wall thickness less than 2mm,and radius-thickness ratio more than 120.The calculation results shows that:compared with the common CFRP-concrete filled steel tubular short column,the steel tube's confinement index of the CFRP-super thin-wall round steel tube concrete axial compression short column was discounted,and the bearing capacity was reduced.The axial compression test of nine specimens indicates that the calculation result from the computational expressions can match well with the test result." @default.
- W2370002711 created "2016-06-24" @default.
- W2370002711 creator A5063198305 @default.
- W2370002711 date "2014-01-01" @default.
- W2370002711 modified "2023-09-28" @default.
- W2370002711 title "The bearing capacity of CFRP-super thin-wall round steel tube concrete axial compression short column simplified calculation" @default.
- W2370002711 hasPublicationYear "2014" @default.
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