Research on Behavior of Composite Joints Consisting of Concrete and Steel

Jin Jie Men; Zhi Feng Guo; Qing Xuan Shi

doi:10.4028/www.scientific.net/AMM.166-169.815

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Research on Behavior of Composite Joints...

Research on Behavior of Composite Joints Consisting of Concrete and Steel

Abstract:

A 3-D finite element model (FEM) using ABAQUS was established to simulate the performance of the composite joints with reinforced concrete and steel. Accurate material model, element type, and solution method were discussed in the model. Some composite joints, concrete-filled steel tubular (CFST) column to steel beam, steel tube confined concrete (STCC) column to reinforced concrete (RC) beam and reinforced concrete (RC) column to steel beam were modeled based on the model, respectively. The results from FEM are good agreement with the test results. The mechanism of the composite joint was investigated based on the FEM.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

815-818

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.815

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Cite this paper

Online since:

May 2012

Authors:

Jin Jie Men*, Zhi Feng Guo, Qing Xuan Shi

Keywords:

Composite Joint, Finite Element Model (FEM), Numerical Simulation, Reinforced Concrete Column, Steel Beam

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* - Corresponding Author

References

[1] L.H. Han, G.H. Yao and Z. Tao: Thin-Walled Structures Vol. 45(2007), pp.24-36.

Google Scholar

[2] L.H. Han, H. Qu, Z. Tao and Z.F. Wang: Thin-Walled structure Vol. 47(2009), pp.847-857.

Google Scholar

[3] W.D. Wang, L.H. Han, J.T. You: China Civil Engineering Journal Vol. 39(2006), pp.17-25.

Google Scholar

[4] T.H. Zhou, B.K. He, G.J. Chen, C.W. Wei, and Y.M. Shan: Journal of Building Structures Vol. 25(2004), pp.9-16.

Google Scholar

[5] T.M. Shiekh: Ph.D. dissertation, The University of Texas, 1987.

Google Scholar

[6] H. Kuramoto, I. Nishiyama: Journal of Structural Engineering Vol. 130(2004), p.352–360.

Google Scholar

[7] M.M. Attard and S. Setunge: ACI Materials Journal Vol. 93(1996), pp.432-442.

Google Scholar

[8] J. Lubliner, J. Oliver, S. Oller and E. Onate: International Journal of Solids and Structures Vol. 25(1989), pp.299-326.

Google Scholar

[9] ACI 318. Building code requirements for structural concrete and commentary. Detroit (USA): American Concrete Institute (2005). L.H. Han, G.H. Yao and Z. Tao: Thin-Walled Structures Vol. 45(2007), pp.24-36.

Google Scholar

[10] Hibbitt, Karlson, Sorensen. ABAQUS Version 6.5: The Manual, User's Manual,Verification Manual and Example problems Manual. Hibbitt, Karlsson, & Sorensen, Inc.; (2005).

Google Scholar