Studies on Mechanical Properties of Diamond Bird-Beak XX-Joint

Sheng Liang Liu; Zhao Quan Zhu; Xian Dong

doi:10.4028/www.scientific.net/AMR.639-640.774

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Studies on Mechanical Properties of Diamond...

Studies on Mechanical Properties of Diamond Bird-Beak XX-Joint

Abstract:

The diamond bird-beak XX-joint is a novel configuration for tubular structures and there are few correlated papers for it. Non-linear FE analyses are carried out on axially loaded XX-joints in order to study the mechanical properties of this type of joint. The individual influence of the following geometric parameters on the joint capacity, brace to chord width ratio β, chord width to wall thickness ratio 2γ, and brace to chord thickness ratio τ is made clear. Increasing either β or τ will increase the joint capacity and increasing 2γ will decreases joint capacity. The out-of-plane braces tension always decreases the ultimate capacity of joint and the equal tension and compression in the chord member have the same influence on the joint capacity. A reduction equation is proposed to consider the load effect of chord and out-of-plane braces axial forces.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

774-777

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.774

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Online since:

January 2013

Authors:

Sheng Liang Liu, Zhao Quan Zhu, Xian Dong

Keywords:

Diamond Bird-Beak XX-Joint, Geometric Parameter, Load Effect, Ultimate Capacity

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References

[1] J A Packer, J E Henderson, Cao JJ. Design guide for hollow structural section connections. [M].Beijing: Science press; 1997.

Google Scholar

[2] Zhao XL. New development in the research and application of steel tubular joints [A].The 3th International Forum on Advances in Structural Engineering, Shanghai, China, 2009: 159-171.

Google Scholar

[3] Liu YQ, Tong LW, Zhao XL. Hot spot stress concentration factors of diamond bird-beak SHS T-joints [J]. Structural Engineers, 2009, 2(2): 35-40.

Google Scholar

[4] Van der Vegte GJ. The static strength of uni-planar and multi-planar tubular T- and X-joints [D]. Delft University Press, Netherlands, 1995.

Google Scholar

[5] Lu LH, de Winkel GD, Yu Y, et al. Deformation limit for the ultimate strength of hollow section joints[A]. Proc. Sixth International Symposium on Tubular Structures, Melbourne, Australia, 1994:341-7.

DOI: 10.1201/9780203735015-50

Google Scholar