Mechanical Behavior of Concrete-Filled Double Steel Tubular Columns under Axial Compression Load

Xin Wang

doi:10.4028/www.scientific.net/AMM.166-169.3184

Paper Titles

Tests of Buckling-Restrained Braces Using Low-Yield Point Steel as Core Material
p.3159

Implementation Procedures of Parallel Preconditioning with Sparse Matrix Based on FEM
p.3166

Experimental Research on Mechanical Properties of Fundamental Frame Units in Multi-Ribbed Composite Wallboard
p.3174

Study on Bending-Torsional Coupling Vibration of Intermediate Axis
p.3180

Mechanical Behavior of Concrete-Filled Double Steel Tubular Columns under Axial Compression Load
p.3184

Study on the Influence of M Value to Internal Force and Deformation for Transverse Bent of High-Piled Wharf
p.3189

Hybrid Trefftz Finite Element Analysis of Orthotropic Potential Problem
p.3193

A Correction Algorithm of Aberration of Light for Spacecraft Attitude Determination System
p.3197

A Simple Approach to Modeling the Failure of Flawed Polyester Textile with the Application of the Concepts for Fracture Mechanics
p.3202

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Mechanical Behavior of Concrete-Filled Double...

Mechanical Behavior of Concrete-Filled Double Steel Tubular Columns under Axial Compression Load

Abstract:

This article analyzes five concrete-filled double steel tubular column models based on the large finite element analysis software ABAQUS. An axial compression test was carried out on specimens with different diameter-thickness ratio of internal steel tube in order to get the whole longitudinal load-displacement curves and the whole load- strain curves for internal and external steel tube and concrete. We get the ultimate bearing capacity for five specimens, the result of simulation agree well with the theoretical calculation data, that provide reliable data for concrete-filled double steel tubular column in respect of finite element (FE) simulation.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

3184-3188

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.3184

Citation:

Cite this paper

Online since:

May 2012

Authors:

Xin Wang

Keywords:

Axial Compression Load, Bearing Capacity, Concrete-Filled Double Steel Tubular Column, Finite Element Analysis (FEA)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Han Jiang, Liangcheng Chu, Jiang Zuo, Wenxiang Cheng. Journal of Building Structures, 2008, 29 (4): 96-105.

Google Scholar

[2] Tsinghua University, Southeast University, Tianjin University, Tongji University. Concrete structure design principle. Beijing, China Architecture and Building Press, 2004.

Google Scholar

[3] Linhai Han. reinforced concrete structure—theory and practice(The First Edition). Beijing, Science Press, 2004.

Google Scholar

[4] Jicheng Zhang, Hailin Lu. Yangtze university journal(Natural Science Edition) Institute of technology2007, 12（4），125-128.

Google Scholar