Non-Linear Numerical Simulation of Core Steel Reinforced Concrete Columns Based on ABAQUS Software

Kai Wen Li; Zhi Yang Li; Yun Zou

doi:10.4028/www.scientific.net/AMM.651-653.1197

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 651-653Non-Linear Numerical Simulation of Core Steel...

Non-Linear Numerical Simulation of Core Steel Reinforced Concrete Columns Based on ABAQUS Software

Abstract:

Finite element analysis could be used as a supplementary means to investigate mechanical behavior. ABAQUS software is conducted to analyze steel reinforced concrete (SRC) columns. Firstly, in order to validate the rationality of the analytical model, finite element models of test specimens are established to simulate the test process. By comparing the analytical results with experimental ones, it is found that the results from finite element analysis coincide well with that from test. So ABAQUS software could be used as a supplementary means to simulate SRC column mechanical behavior . Further the ductility and ultimate capacity of SRC columns are studied with the changes of steel bone ratio and the axial compressive ratio.

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Periodical:

Applied Mechanics and Materials (Volumes 651-653)

Pages:

1197-1200

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.651-653.1197

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Online since:

September 2014

Authors:

Kai Wen Li*, Zhi Yang Li, Yun Zou

Keywords:

Axial Compression Ratio, Constitutive Relationship, Finite Element Analysis (FEA), Steel Reinforced Concrete Columns

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* - Corresponding Author

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