Shear Calculation of the Interface in SRHSHPC Beam

Abstract:

Experiment study and theoretical analysis show that when the interfacial bond property cannot guarantee the cooperative work of structural steel with concrete, SRHSHPC (steel reinforced high-strength and high-performance concrete) beam will generate in splitting failure of bending, resulting in SRHSHPC beam flexural capacity does not work. According to the experiments, and adopting existed theory and domestic as well as foreign codes for composite beam, the failure modes, and shear calculation of SRHSHPC beam are analyzed in this paper.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 3302-3305
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.3302
• Online since: May 2012
• Authors: Shan Suo Zheng, Ning Zhou, Qing Lin Tao, Fan Wang
• Keywords: Bond-Slip, Failure Mode, Seismic Behavior, Shearing Calculation, SRHSHPC Beam

References

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