Nonlinear Analysis of Concealed Beam in Out-of-Plane Beam-Wall Joint

Abstract:

On the basis of previous experimental research, the nonlinear finite element analysis of the out-of-plane beam-wall joint is made with nonlinear bond-slip constitutive relations between steel and concrete. The force mechanism of concealed beam in the joint is studied in detail, and parametric analysis is carried out for height of concealed beam. Results of experiment and nonlinear analysis proved that: concealed beam is the important guarantee for mechanical behavior of the out-of-plane beam-wall joint. In addition, the torsional capacity and height of concealed beam are the main factors influencing on moment transfer behavior of the joint.

• Periodical: Advanced Materials Research (Volumes 446-449)
• Pages: 498-501
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.446-449.498
• Online since: January 2012
• Authors: Jie Bai, Guo Bai
• Keywords: Concealed Beam, Force Mechanism, Height, Non-Linear Analysis, Out-of-Plane Beam-Wall Joint

References

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