Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension

Gao Cheng; Yong Jian Liu; Peng Tang

doi:10.4028/www.scientific.net/AMR.1065-1069.2095

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Finite Element Analysis of Concrete-Filled...

Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension

Abstract:

Rectangular steel truss Y-connections, whose chord is filled in concrete, is described. The behavior of Y-connections include hollow structural section and concrete-filled section loaded in tension is analyzed by means of finite element analysis. It is shown that there is a significant improvement in strength and stiffness of Y-connections with concrete-filled chord.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

2095-2098

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.2095

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Online since:

December 2014

Authors:

Gao Cheng*, Yong Jian Liu, Peng Tang

Keywords:

Concrete-Filled Rectangular Steel Tube, Finite Element Analysis (FEA), Tension, Ultimate Strength, Y-Connections

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* - Corresponding Author

References

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