Finite Element Analysis of Earthquake Resistance Behaviors of T-Shaped Concrete-Filled Rectangular Composite Steel Tubular Columns

Abstract:

By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of T-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresponding experiment results are compared. The results indicate that the calculated value of ultimate bearing capacity is less than the experimental value, and the results of FEM analysis can match the experiment results better, and thus, it can better reflect the earthquake resistance behaviors of the specimens.

• Periodical: Applied Mechanics and Materials (Volumes 501-504)
• Pages: 1633-1638
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.501-504.1633
• Online since: January 2014
• Authors: Jun Huang, Yi Chao Zhang*, Shao Bin Dai
• Keywords: Earthquake Resistance Behaviors, Nonlinear Finite Element Analysis, T-Shaped Concrete-Filled Rectangular Composite Steel Tubular Column

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