Nonlinear Numerical Analysis of Transfer Column in SRC-RC Hybrid Structure

Qian Qian Sun; Yun Zou; Qiang Wang

doi:10.4028/www.scientific.net/AMM.578-579.936

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Nonlinear Numerical Analysis of Transfer Column in...

Nonlinear Numerical Analysis of Transfer Column in SRC-RC Hybrid Structure

Abstract:

Nonlinear numerical analysis of the stress performance of SRC-RC transfer columns was carried out in this paper with the finite element software of ABAQUS. Compered with the experimental result , numerical analysis result are found to be reasonable.Then the influence of factors such as extension length of shape steel , area ratio of shape steel and axial-load ratio were contrastively analyzed . The results show that extension length of shape steel and the area ratio of shape steel have a greater influence on the bearing capacity and the hysteretic performance of transfer column ,but axial-load ratio has less influence .

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

936-939

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.936

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Online since:

July 2014

Authors:

Qian Qian Sun, Yun Zou*, Qiang Wang

Keywords:

Bearing Capacity, Finite Element Analysis (FEA), Hysteretic Performance, SRC-Rc Hybrid Structure, Transfer Column

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* - Corresponding Author

References

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