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

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

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 result...

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Veröffentlicht in:Applied Mechanics and Materials 2014-01, Vol.501-504 (Advances in Civil and Structural Engineering III), p.1633-1638
Hauptverfasser: Dai, Shao Bin, Zhang, Yi Chao, Huang, Jun
Format: Artikel
Sprache:eng
Schlagworte:
Bearing capacity
Computer programs
Concretes
Earthquake resistance
Finite element analysis
Finite element method
Mathematical analysis
Software
Steel columns
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Zusammenfassung: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.
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.501-504.1633