Research on Serpiginous Bars Connectors of Steel-Concrete Composite Beams

Qing Ning Li; Zhong Yu Zhang; Wei Shan Jiang

doi:10.4028/www.scientific.net/AMR.446-449.679

Paper Titles

Numerical Simulation Research about Group High-Rise Buildings around Wind Environment
p.657

Experimental Study on Normal-Section Bearing Capacity of Steel Reinforced High-Strength Concrete L-Shape Short Pier Shear Wall
p.661

Reliability Analysis of Concrete-Filled Tube Column
p.667

Experimental Research on Seismic Performance of Cast-In Situ RC Grillage Shear Walls Formed with Heat Preservation Hollow Blocks
p.672

Research on Serpiginous Bars Connectors of Steel-Concrete Composite Beams
p.679

Seismic Behaviour of Reinforced Gangue Concrete Columns
p.683

Nonlinear Finite Element Analysis for Compressive Capacity of Interior Constrained Square Concrete-Filled Steel Tube Column
p.688

Different Design Parameters Analysis of Unbonded Precast Reinforced Concrete Frame Structure
p.695

Influences of Horizontal Strengthened Storey on Foundation Settlement in High-Rise Frame Tube Structure
p.699

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Research on Serpiginous Bars Connectors of...

Research on Serpiginous Bars Connectors of Steel-Concrete Composite Beams

Abstract:

This paper mainly presents the research on serpiginous bars connectors of steel-concrete composite beams, which is used in practical engineering in recent years, and this paper also analyzes the characteristic and details of serpiginous bars connectors. According to the shear capacity of bend bar connectors and reversely bend bar connectors,the shear capacity calculation formulas are proposed on condition that frictional resistance on the contact surface have been ignored, which can provide references for engineering design.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

679-682

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.679

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Online since:

January 2012

Authors:

Qing Ning Li, Zhong Yu Zhang, Wei Shan Jiang

Keywords:

Serpiginous Bars Connectors, Shear Capacity, Shearing Connector, Steel-Concrete

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References

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