Investigate on Axial Load Behaviors of T-Shaped CFT Stub Columns with Binding Bars

Xin Zhi Zheng; Xin Hua Zheng

doi:10.4028/www.scientific.net/AMM.501-504.510

Paper Titles

The Study on Mechanical Property for Welded Haunch-Reinforced Seismic Connections of Steel Frame
p.485

Analysis of Thermal Effect on Girder with Side Main Rib Section
p.495

Study on Load Capacity of Anchor Piles for Oil Workover Derrick
p.501

Theoretical Analysis and Verification of the Single-Surface Double-Layer Cable Architectural System
p.506

Investigate on Axial Load Behaviors of T-Shaped CFT Stub Columns with Binding Bars
p.510

Mixed Finite Element of Geometrically Nonlinear Shallow Shells of Revolution
p.514

New Method for Static Analysis of Frame Structures Considered Floor Deformation
p.518

Analysis on Bearing Capacity of Axial Compression Short Column of Double Back-to-Back C Steel with Gusset Plates
p.523

Large-Strain Performance Research of XPS Board under Long-Term Load for Controlling Foundation Differential Settlement
p.527

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Investigate on Axial Load Behaviors of T-Shaped...

Investigate on Axial Load Behaviors of T-Shaped CFT Stub Columns with Binding Bars

Abstract:

. Abstract. Tests on TCFT-WB, including 11 specimens with binding bars and 5 without binding bars under axial compression were carried out. The effects of parameters on the behavior of specimens such as failure mode, bearing capacity and ductility are analyzed to provide experimental data for the following research. The formula to calculate ultimate strength of TCFT-WB columns under axial compression are deduced from the constitutive relationship of TCFT-WB. The calculated results are compared with those calculated by FEM analyses, showing the proposed formula can give reasonable predictions on the ultimate strength of TCFT-WB stub columns under axial compression.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

510-513

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.510

Citation:

Cite this paper

Online since:

January 2014

Authors:

Xin Zhi Zheng*, Xin Hua Zheng

Keywords:

Bearing Capacity, Binding Bar, Ductility, Finite Element Method (FEM), T-Shaped Concrete-Filled Steel Tube

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Huang C S, Yeh Y K. Axial Load Behavior of Stiffened Concrete-Filled Steel Columns [J]. Journal of Structural Engineering, ASCE 2002, 128(9): 1222–1230.

DOI: 10.1061/(asce)0733-9445(2002)128:9(1222)

Google Scholar

[2] Jian Cai, Zhen-Qiang He. Axial Load Behavior of Square CFT Stub Column with Binding Bars. Journal of Constructional Steel Research [J]. 2006, 62(5): 472-83.

DOI: 10.1016/j.jcsr.2005.09.010

Google Scholar

[3] Jian Cai, Yue-Ling Long. Axial load behavior of rectangular CFT stub columns with binding bars [J]. Advances in Structural Engineering. 2007, 10(5): 551-565.

DOI: 10.1260/136943307782417663

Google Scholar

[4] Sakino K. Nakahara H., Morino S. Nishiyama I. Behavior of centrally loaded concrete-filled steel-tube short columns [J]. Journal of Structural Engineering, ASCE, 2004, 130(2): 180–188.

DOI: 10.1061/(asce)0733-9445(2004)130:2(180)

Google Scholar

[5] Liu D, Gho W.M. Axial load behavior of high-strength rectangular concrete filled steel tubular stub columns [J]. Thin-Walled Structures, 2005, 43(8): 1131-1142.

DOI: 10.1016/j.tws.2005.03.007

Google Scholar