The Anti-Shear Capacity of Abnormal Joint of Steel Reinforced Concrete

Jia Ning Zhu; Ke Jia Yang; Xiao Wen Li; Rui Wen Li

doi:10.4028/www.scientific.net/AMM.357-360.863

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 357-360The Anti-Shear Capacity of Abnormal Joint of Steel...

The Anti-Shear Capacity of Abnormal Joint of Steel Reinforced Concrete

Abstract:

The paper presents an test and computational results of finite element studies on the behavior and capacity of abnormal exterior joints of Steel Reinforced Concrete (SRC) column and Reinforced Concrete (RC) beam. The critical parameters influencing Anti-Shear Capacity are analyzed by ABAQUS, such as the eccentricity of column section, the steel ratio of the joint core zone, the concrete strength and the axial compression ratio and so on. As a result, the Anti-Shear capacity of the joints mainly depends on “the minor joint zone”. The calculating formula of Anti-Shear capacity of the joints, with the computing unit of minor joint core zone, is deduces.

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Periodical:

Applied Mechanics and Materials (Volumes 357-360)

Pages:

863-868

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.357-360.863

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Online since:

August 2013

Authors:

Jia Ning Zhu*, Ke Jia Yang, Xiao Wen Li, Rui Wen Li

Keywords:

Abnormal Exterior Joints, Anti-Shear Capacity, Minor Core, Reinforced Concrete (RC) Beam, Steel Reinforced Concrete Column

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