Finite Element Analysis’s Discussion of Steel-Concrete

Lan Xiang Chen; De Shen Zhao; Lei Liu

doi:10.4028/www.scientific.net/AMR.1089.299

Paper Titles

The Initial Selection Method Study of SMA Asphalt Mixture Gradation Curve Based on Orthogonal Experiment
p.277

The Numerical Analysis of Concrete Mechanical Properties and Ductility of Coupling Beam
p.282

Arch with Various Wall Movements in Active Earth Pressure Abstract
p.286

Study on the Calculation Method of Earth Pressure on Retaining Wall in the Mode of Translation
p.292

Finite Element Analysis’s Discussion of Steel-Concrete
p.299

The Loosen Circle Radius Based on the Theory of Damage Mechanics
p.303

Analysis of a New Processing Method for Small Curvature Aaspheric
p.309

Carbonization Research in ULCS Continuous Casting
p.315

Development of Three-Dimensional Printing Technology Based on Deterministic Electrochemical Deposition Method
p.319

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1089Finite Element Analysis’s Discussion of...

Finite Element Analysis’s Discussion of Steel-Concrete

Abstract:

To analyze the mechanical properties of steel tube filled with steel-reinforced concrete(STSRC), the mechanical models and some related problems of STSRC under different loading ways are proposed for the analysis on the base of finite element software: the concrete plastic damage constitutive model, the contact between steel and the treatment of boundary condition, etc. There are three types of specimen for analysis: short column, long column and pure bending beam. The results indicate that the mechanical models and the relevant technical analysis of STSRC are reasonable, and are beneficial to convergence. The discussed methods can provide a reference for the scholars to study on other composite steel-concrete structures.

You might also be interested in these eBooks

Advanced Manufacturing Technology and Materials

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1089)

Pages:

299-302

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1089.299

Citation:

Cite this paper

Online since:

January 2015

Authors:

Lan Xiang Chen, De Shen Zhao*, Lei Liu

Keywords:

Finite Element Analysis (FEA), Mechanical Models, Steel Tube Filled with Steel-Reinforced Concrete, Steel-Concrete Structures

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Charles W. Roeder, Dawn E. Lehan, Bishop. Strength and stiffness of circular concrete-filled tubes[J]. Journal of Structural Engineering. 2010, 136: 1545-1553, ASCE.

DOI: 10.1061/(asce)st.1943-541x.0000263

Google Scholar

[2] Dazhou Zhao. Study on the mechanical properties of axially loaded steel tubular columns filled with steel-reinforced high-strength concrete. PhD Thesis of Dalian University of Technology (2003), pp.1-66(In Chinese).

Google Scholar

[3] Linhai Han, in: Concrete filled steel tubular structures-Theory, edtied by Science Press Publications, Beijing, China, 2007, in press(In Chinese).

Google Scholar

[4] Xiao Liu, Lianguang Wang, Bing Wang. Flexural members of steel tube filled with steel-reinforced high-strength concrete[J]. Journal of Haerbin institute of technology, 2010, 42(10): 1651-1655(In Chinese).

Google Scholar

[5] ABAQUS Inc. Abaqus theory manual [M]. (2007).

Google Scholar