Nonlinear Analysis of Full-Scale Beam-Column Joints of RC Frames

Abstract:

In order to research on seismic performance of full-scale beam-column joints of RC frames under low cyclic loading, finite element software ABAQUS is used to nonlinear analysis. Analysis results show that: the process of load carrying and fracture development of beam-column joints are simulated using concrete damage plasticity model; nonlinear finite element method is easy to obtain stress-strain relationship; and can effective analyses the complex mechanical behavior of core areas of joints.

• Periodical: Advanced Materials Research (Volumes 446-449)
• Pages: 811-815
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.446-449.811
• Online since: January 2012
• Authors: Er Wei Guo, Zhen Bao Li, Hua Ma, Hong Yu Zhou, Xiu Li Du, Guo Hui Luo
• Keywords: Beam-Column Joint, Concrete Damage Plasticity Model, Numerical Calculation

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