FE Modeling of Elliptical Concrete-Filled Steel Tubular Members Subjected to Pure Bending

Xiong Zhao; Xu Kuan Li; Qing Xin Ren; Tai Cheng; Xiao Lian Long

doi:10.4028/www.scientific.net/AMR.859.105

Paper Titles

The Study on Used Properties of Mine Tailings Sand
p.87

Finite Element Analysis of the Subsidence of Cap Rocks during Underground Coal Gasification Process
p.91

Seismic Performance of Reinforced Concrete Rectangular Hollow Bridge Piers
p.95

Optimal Design of Double Sheet Piles in Deep Foundation Pit Based on UD-SVM
p.100

FE Modeling of Elliptical Concrete-Filled Steel Tubular Members Subjected to Pure Bending
p.105

Interface Structure of EPS and Pores Effect on Properties of EPS Lightweight Concrete
p.109

Measured Data Processing in Civil Structure Using the DOProC Method
p.114

Research on Tensile Bearing Capacity of Self-Drilling Screw Joints for Thick Faced Roof Sandwich Panels
p.122

Study on the Static and Dynamic Load Test of Skew Bridge
p.127

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 859FE Modeling of Elliptical Concrete-Filled Steel...

FE Modeling of Elliptical Concrete-Filled Steel Tubular Members Subjected to Pure Bending

Abstract:

This paper reports a finite element analysis of the flexural behaviour of concrete-filled steel tubular members with elliptical section. A set of test data were used to verify the FE modeling. generally, good agreement was achieved. Typical curves of moment (M) versus deflection at mid-span (u_m), as well as stress distributions of steel tube and concrete of the composite members were compared and discussed. The results clearly show that the FE model is available for predicting the load-bearing capacities and the failure modes of the specimens.

You might also be interested in these eBooks

Advanced Research on Civil Engineering, Materials Engineering and Applied Technology

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 859)

Pages:

105-108

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.859.105

Citation:

Cite this paper

Online since:

December 2013

Authors:

Xiong Zhao, Xu Kuan Li, Qing Xin Ren*, Tai Cheng, Xiao Lian Long

Keywords:

Concrete-Filled Steel Tube (CFST), Elliptical Section, FE Modeling, Pure Bending

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Yang H, Lam D, Gardner L. Testing and analysis of concrete-filled elliptical hollow sections [J]. Engineering Structures, 2008, 30(12): 3771-3781.

DOI: 10.1016/j.engstruct.2008.07.004

Google Scholar

[2] Zhao XL, Packer JA. Tests and design of concrete-filled elliptical hollow section stub columns. Thin-Walled Structures, 47 (2009) 617-628.

DOI: 10.1016/j.tws.2008.11.004

Google Scholar

[3] Han LH, Ren QX and Li W. Tests on stub stainless steel–concrete–carbon steel double-skin tubular (DST) columns [J]. Journal of Constructional Steel Research. 67 (2011) 437-452.

DOI: 10.1016/j.jcsr.2010.09.010

Google Scholar

[4] Hibbitt, Karlson & Sorensen Inc. ABAQUS/standard user's manual, version 6. 10. 1. Pawtucket (RI): Hibbitt, Karlsson, & Sorensen, Inc., (2010).

Google Scholar

[5] Lu H, Han LH, Zhao XL. Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending. Thin-Walled Structures 47 (2009) 346-358.

DOI: 10.1016/j.tws.2008.07.004

Google Scholar

[6] Han LH. Concrete filled steel tubular structures-theory and practice. 2nd Edition. Beijing: Science Press; 2007. [in Chinese].

Google Scholar