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• W4307314914 endingPage "115147" @default.
• W4307314914 startingPage "115147" @default.
• W4307314914 abstract "Concrete-filled galvanized corrugated steel tube (CFCST), is an innovative composite member, which is proposed for improving the ductility and durability of conventional reinforced concrete (RC) structures. In practice, combined shear-bending loads often exist in a CFCST pier/column. It is necessary to investigate the shear-bending working mechanism of CFCST and access the shear-bending bearing capacity interaction relationships for a more reasonable design. Twenty-seven columns including 21 CFCSTs and 6 TRC specimens are therefore tested comparably. The main test variables are the loading types, shear span-to-depth ratios, tube forms, and the end/support conditions. The test results show that a satisfactory deformative coordination among the core concrete, reinforcements, and CST can be obtained, resulting in a significant improvement in shear-bending performances compared with conventional RC structures. With the discussion of failure modes, deformation curves, load versus mid-span displacement responses, and strain/stress properties of CST, the shear-bending working mechanism of CFCST is particularly addressed. Based on the test results, reasonable design methods for predicting the individual shear/bending strength and the combined shear-bending bearing capacity interaction relationships of CFCST are proposed eventually." @default.
• W4307314914 created "2022-10-31" @default.
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• W4307314914 date "2023-01-01" @default.
• W4307314914 modified "2023-10-17" @default.
• W4307314914 title "Experimental investigation on shear-bending performances of concrete-filled thin-walled corrugated steel tubes" @default.
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• W4307314914 doi "https://doi.org/10.1016/j.engstruct.2022.115147" @default.
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