Theoretical Analysis of Shearing Capacity of U-Section Steel-Encased Concrete Composite Beams with the Full Connection Design

Xue Jun Zhou; Ting Zhang

doi:10.4028/www.scientific.net/AMM.94-96.958

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Theoretical Analysis of Shearing Capacity of...

Theoretical Analysis of Shearing Capacity of U-Section Steel-Encased Concrete Composite Beams with the Full Connection Design

Abstract:

In this article, by studying the horizontal and vertical shear performance, the calculation formula for the fully shear connection is proposed. In order to avoid the overall vertical relative slippage between the steel and concrete, the vertical slippage formula is proposed to calculate the required number of the shear connectors for the first weak plane and second weak plane.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

958-961

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.958

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Online since:

September 2011

Authors:

Xue Jun Zhou, Ting Zhang

Keywords:

Shear Connectors, Shearing Capacity, Steel-Encased, Theoretical Analysis, U-Section Steel-Encased Concrete Composite Beams

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