Structural Behaviour of Blind Bolted Connection to Concrete-Filled Steel Tubular Columns

Jing Feng Wang; Xin Yi Chen; Lin Hai Han

doi:10.4028/www.scientific.net/AMR.163-167.591

Paper Titles

Parametric Analysis on Seismic Behavior of Connections to Concrete-Filled Square Steel Tubular Columns with Three Edges Welded Interior Diaphragm
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A Method for Deformation Analysis of Bar-Reinforced Concrete Filled Steel Tubular Columns under Axial Compression
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Wind-Induced Vibrating Comfort Analysis of Long Span Sightseeing Bridge of Shenzhen Wan Sports Center
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Structural Behaviour of Blind Bolted Connection to Concrete-Filled Steel Tubular Columns
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Research on Behaviors of Steel Fiber Reinforced Concrete Filled Steel Tube Columns under Axial Load
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The Design Review and Optimization of the Special-Shaped Steel Frame Structure
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Tests on Strength of Coped Beams with Web Stiffening
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Push-Out Test on Bond Property of Micro-Expansive Concrete-Filled Steel Tube Columns
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Structural Behaviour of Blind Bolted Connection to...

Structural Behaviour of Blind Bolted Connection to Concrete-Filled Steel Tubular Columns

Abstract:

This paper studies structural behaviour of the blind bolted connections to concrete-filled steel tubular columns by a serial of experimental programs, which conducted involving eight sub-assemblages of cruciform beam-to-column joints subjected to monotonic loading and cyclic loading. The moment-rotation hysteretic relationships and failure models of the end plate connections have been measured and analyzed. A simplified analysis model for the blind bolted connections is proposed based on the component method. It is concluded that the blind bolted end plate connection has reasonable strength and stiffness, whilst the rotation capacity of the connection satisfies the ductility requirements for earthquake-resistance in most aseismic regions. This typed joint has excellent seismic performance, so it can be used in the moment-resisting composite frame.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

591-595

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.591

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Online since:

December 2010

Authors:

Jing Feng Wang, Xin Yi Chen, Lin Hai Han

Keywords:

Analysis Model, Blind Bolt, Concrete Filled Steel Tubular (CFST), End Plate Connection, Seismic Behavior, Static Behaviour

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References

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