Nonlinear Finite Element Analysis on the Abnormal Exterior Joint of Steel Reinforced Concrete

Ke Jia Yang; Jia Ning Zhu; Xiao Wen Li

doi:10.4028/www.scientific.net/AMM.351-352.869

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The Comparative Analysis on Calculation Methods of Vertical Seismic Response to Suspended-Dome Structure
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The Application of ABAQUS in Cast-Steel Joints Elastic-Plastic Analysis
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Numerical Simulation of Bond Behavior for Adhesive Anchor in Steel-to-Concrete Connection Exposed to Fire
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Comparative Analysis of Finite Element Method and Analytical Method on the Truss
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Calculation Method of Deformation and Inner Force of a Sheet Pile Wall with Relieving Platform
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Nonlinear Finite Element Analysis on the Abnormal...

Nonlinear Finite Element Analysis on the Abnormal Exterior Joint of Steel Reinforced Concrete

Abstract:

Nonlinear finite element analysis of abnormal exterior joints consist of Steel Reinforced Concrete column and Reinforced Concrete beam was performed using ABAQUS computation program, the joints failure mode and the skeleton curve were calculated. Comparison with experimental results to prove the reliability of finite element analysis. Then, the paper analyzed different parameters which affect the joints loading capacity, the results indicate that to a certain extent, the eccentricity of the upper and lower column sections and steel ratio both have important effects on the stiffness and ultimate loading capacity of the joints; with the increment of the ratio of axial compression, the joints ductility will be reduced.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

869-874

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.869

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Online since:

August 2013

Authors:

Ke Jia Yang, Jia Ning Zhu, Xiao Wen Li

Keywords:

Abnormal Exterior Joints of SRC, Loading Capacity, Nonlinear Finite Element Analysis

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