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- W2366917963 abstract "In order to investigate the structural behavior of the connection connecting concrete-filled square steel tubular column and steel beam,the force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is firstly analyzed.Based on the yield line theory,the formula for calculating the bearing capacity of the joint is presented.Ten specimens of the joint model designed using orthogonal test method are studied through static tensile tests to investigate the structural behavior of the connection between concrete-filled square steel tubular column and steel beam.The failure process and features of each specimen are described and the stress transfer mechanism in the connection zone is analyzed.Then the measured bearing capacity of this kind of new joint is compared with the calculated one.Research results indicate that the vertical stiffener joint has high capacity and good ductility and the section size of vertical stiffener is the main factor influencing the load-bearing capability of joint.The width of the horizontal stiffener has no obvious effects on joint strength,and the yield capacity and stiffness can be increased by the concrete filled in the tube.The formula deduced from theory analysis is reasonable to predict the yield loading capacity of the vertical stiffener joint." @default.
- W2366917963 created "2016-06-24" @default.
- W2366917963 creator A5053911309 @default.
- W2366917963 date "2009-01-01" @default.
- W2366917963 modified "2023-09-27" @default.
- W2366917963 title "Experimental study on load-bearing capacity of vertical stiffener joint connecting concrete-filled steel square tubular column and steel beam" @default.
- W2366917963 hasPublicationYear "2009" @default.
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