Finite Element Modelling of Concrete-Filled Steel Tube Reinforced Concrete Stub Columns under Axial Compression

Zhi Bin Wang; Li Ying Liu

doi:10.4028/www.scientific.net/AMM.351-352.138

Paper Titles

Dynamical Model Updating Based on Gradient Regularization Method
p.118

Comparison and Analysis of the Artificial Boundary in Homogeneous Elastic Semi-Infinite Foundation
p.122

Time-Domain Analysis for Structure Dynamic Response Induced by Human
p.126

Experiment Study and Nonlinear Analysis of a New Skip-Floor Staggered Shear Wall Structure for High-Rise Buildings
p.131

Finite Element Modelling of Concrete-Filled Steel Tube Reinforced Concrete Stub Columns under Axial Compression
p.138

Research on Non-Destructive Testing for Defects of Steel Bar in Concrete
p.143

Numerical Simulation on Beating Capacity of Steel Reinforced Light Aggregate Concrete Beam
p.148

Parametric Analysis on Shear Lag Effects of Box-Girder Beam
p.152

Research on the Mechanism of Prestressed Loss for Curving Hole of Prestressed Concrete Structure Caused by Frictional Resistance
p.156

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Finite Element Modelling of Concrete-Filled Steel...

Finite Element Modelling of Concrete-Filled Steel Tube Reinforced Concrete Stub Columns under Axial Compression

Abstract:

Concrete-filled steel tube reinforced concrete (CFSTRC) columns are currently being studied as a popular method to improve the shear strength, the ductility and the seismic behaviour of reinforced concrete (RC) columns. Owing to the complexity of confinement provided by steel tubes and stirrups, the behaviour of CFSTRC column is difficult to be accurately simulated. Thus,so far there is not a finite element (FE) model for CFSTRC columns. For studying the performance of this composite column, a FE model was developed based on the existing test results and theories. The predicted results using this FE model agree with the test results, which means that this model can be applied to carry out the further mechanism analysis.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

138-142

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.138

Citation:

Cite this paper

Online since:

August 2013

Authors:

Zhi Bin Wang, Li Ying Liu

Keywords:

Axial Compression, Concrete-Filled Steel Tube Reinforced Concrete (CFSTRC), Confined Concrete Model, Finite Element

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhouyi Chen, Weijian Yi, Guofan Zhao, Zhengping Sha and Liyan Lin: submitted to Journal of Hunan University (Natural Sciences) (2005) [In Chinese].

Google Scholar

[2] Yongjun Lin, Wenrang Cheng and Jie Li: submitted to Building Science Research of Sichuan (2003) [In Chinese].

Google Scholar

[3] Hongzhen Kang, Jiaru Qian: submitted to Journal of Building Structures (Supplementary Issue 1) (2010) [In Chinese].

Google Scholar

[4] Linhai Han. Experimental study on concrete-filled steel tube reinforced concrete specimens. Department of Civil Engineering, Tsinghua University: Report, (2011) [In Chinese].

Google Scholar

[5] Linhai Han, Guohuang Yao and Zhong Tao: submitted to Thin-Walled Structures (2007).

Google Scholar

[6] M.M. Attard, S. Setunge: submitted to ACI Materials Journal (1996).

Google Scholar

[7] F. Légeeon, F. Paultre: submitted to Journal of Structure Engineering (2003).

Google Scholar

[8] Feiyu Liao, Linhai Han: submitted to Engineering Mechanics (2010) [In Chinese].

Google Scholar

[9] J.B. Mander. Seismic design of bridge piers. PhD Dissertations, University of Canterbury, Christchurch, New Zealand, (1984).

Google Scholar

[10] Jiaru Qian, Lirong Cheng and Dongliang Zhou: submitted to Journal of Tsinghua University (Science & Technology) (2002) [In Chinese].

Google Scholar