The Flexural Behavior of Bolted Steel-Concrete Composite Beam

Do Bum Kim; Byong Jeong Choi

doi:10.4028/www.scientific.net/AMR.1061-1062.405

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1061-1062The Flexural Behavior of Bolted Steel-Concrete...

The Flexural Behavior of Bolted Steel-Concrete Composite Beam

Abstract:

The composite beam is efficient and easy for construction. But shear connector is needed for the composite action. This research developed SPC beam in order to reduce the shear connector with utilization of mechanical bond by the cross sectional shape. The flexural behavior of SPC beam was evaluated through two point loading test.

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Periodical:

Advanced Materials Research (Volumes 1061-1062)

Pages:

405-409

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1061-1062.405

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Online since:

December 2014

Authors:

Do Bum Kim*, Byong Jeong Choi

Keywords:

Flexural Strength, Shear Connector, Steel Plate-Concrete Composite Beam

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* - Corresponding Author

References

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