Flexural Capacity Study on Square Tube Filled with Steel Reinforced Concrete Members

Tong Feng Zhao; Hong Nan Li; Jia Huan Yu

doi:10.4028/www.scientific.net/AMR.163-167.1574

Paper Titles

Effect of Curvature Radius and Transverse Distribution of Load on Shear Lag for Curved Box Girders
p.1555

Study on the Numerical Modeling of the SRHPC Frame
p.1561

Analysis on Flexural Behavior of Concrete Beams with CFRP-GFRP Bars
p.1565

Cyclic Tests and Simulations of Spatial RC Frame-Shear Wall Structures
p.1569

Flexural Capacity Study on Square Tube Filled with Steel Reinforced Concrete Members
p.1574

Pure Shear Capacity Analysis on Square Tube Filled with Steel Reinforced Concrete
p.1578

The Effects of the No-Load Factors on Static Response of the Gravity Dam
p.1582

Study on the Influence Factors of Bearing Capacity of the Fiber Reinforced High Strength Concrete Three-Pile Caps
p.1586

Finite Element Analysis of Loading Characteristics of Long-Short Piles Composite Foundation with Cushion
p.1592

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Flexural Capacity Study on Square Tube Filled with...

Flexural Capacity Study on Square Tube Filled with Steel Reinforced Concrete Members

Abstract:

Moment-deformation curves of square steel tube filled with steel reinforced concrete subjected to bending load were simulated by the ABAQUS software. Calculated and experimental curves agreed well with each other. Through studying further the calculated member, the behavior of materials subjected to moment is given. Finally, flexural capacity formula of square steel tube filled with cross steel reinforced concrete is proposed.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1574-1577

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1574

Citation:

Cite this paper

Online since:

December 2010

Authors:

Tong Feng Zhao, Hong Nan Li, Jia Huan Yu

Keywords:

ABAQUS, Bending Member, Capacity, Computation Formula, Concrete-Filled Steel Tube (CFST)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhu MC. Research on the mechanical properties of steel tubular columns filled with steel reinforced concrete. Dalian: Dalian University of Technology, 2005. (in chinese).

Google Scholar

[2] Zhu MC, Wang QX, Feng XF. Behavior and strength of square steel tube columns filled with steel reinforced self-compacting high-strength concrete. 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Changsha, China. (2005).

DOI: 10.1617/2912143624.073

Google Scholar

[3] Wang QX, Zhao DZ, Guan Ping. Experimental study on the strength and ductility of steel tubular columns filled with steel reinforced concrete. Engineering Structures, 2004, 26(7): 907915.

DOI: 10.1016/j.engstruct.2004.02.009

Google Scholar

[4] Zhao TF, Wang LG. Capacity analysis on pure bending of square steel tube filled with steel reinforced high-strength concrete. Industrial Construction, 2008, 38（3）: 27-30. (in chinese).

Google Scholar

[5] Zhao TF, Wang LG, Wu SM. Calculation method of flexural capacity of rectangular steel tube beams filled with steel reinforced high-strength concrete. Journal of Northeast University, 2007, 38(12): 1032-1035. (in chinese).

Google Scholar

[6] Han LH. Theory and application on concrete filled steel tubes. Beijing. Science Press, 2007: 70. (in chinese).

Google Scholar

[7] Liu W. Research on mechanism of concrete-filled steel tubes subjected to local compression. Fuzhou : Fuzhou University, 2005: 64-65. (in chinese).

Google Scholar