Experimental and numerical analysis on flexural behavior of improved U-bar joint details for accelerated bridge construction

Engineering Structures(2023)

Cited 5|Views11
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Abstract
•An improved U-bar loop connection that eliminates welding operations was proposed.•A novel double-loop connection with notched configurations was developed.•Both proposed connections demonstrated ductile behavior and splendid bearing capacity.•Numerical studies were carried out on the novel double-loop connection with ABAQUS.•Design method for double-loop connection was put forward through parameter analysis.
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Key words
Steel-concrete composite bridge,Precast deck panel system,U-bar loop connection,Notched double-loop connection,Minimum lap length,Finite Element Analysis
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