Ultimate Load-Carrying Capacity of Pipe-Plate Vierendeel Truss Joints

Jie Luo; Jian Chun Xiao; Zhe Lu; Xiao Xiao Wei; Hong Xi Li; Shu Lian Li

doi:10.4028/www.scientific.net/AMR.838-841.503

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Ultimate Load-Carrying Capacity of Pipe-Plate...

Ultimate Load-Carrying Capacity of Pipe-Plate Vierendeel Truss Joints

Abstract:

To study the ultimate load-carrying capacity of pipe-plate Vierendeel truss joints, the analyses of joint failure modes and parameter effects were undertaken using nonlinear finite element method and uniform design approach. The plate instability was included in the failure modes. Factors such as the pipe diameter, the pipe thickness, the plate width, the plate height, and the plate thickness were considered in the joint models. Three kind of loading conditions on the plate, the axial force, the moment, the composed loading of axial force and moment were analyzed. The relationships between the joint failure modes and the factors are achieved. The joint ultimate load-bearing capacity formulas are proposed by regression analysis. The effects of factors on the joint strength are illustrated.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

503-509

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.503

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Online since:

November 2013

Authors:

Jie Luo, Jian Chun Xiao*, Zhe Lu, Xiao Xiao Wei, Hong Xi Li, Shu Lian Li

Keywords:

Failure Mode, Joint, Parameter Analysis, Pipe-Plate Vierendeel Trusses, Ultimate Strength

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References

[1] A. Syam and B. Chapman: Design of Structural Steel Hollow Section Connections, Vol. 1: Design Models, Australian Institute of Steel Construction, North Sydney, Australia (1996).

Google Scholar

[2] X.L. Zhao: Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections. Journal of Constructional Steel Research, Vol. 53 (2000), pp.149-165.

DOI: 10.1016/s0143-974x(99)00063-2

Google Scholar

[3] J. Wardenier: Hollow Section Joints, Delft, the Netherlands: Delft University Press, (1982).

Google Scholar

[4] X.L. Zhao and G.J. Hancock: T-joints in Rectangular Hollow Sections Subjected to Combined Actions, Journal of Structural Engineering, Vol. 117 (1991), pp.2258-2277.

DOI: 10.1061/(asce)0733-9445(1991)117:8(2258)

Google Scholar

[5] J.A. Packer and J.E. Henderson: Hollow Structural Section Connections and Trusses - a Design Guide, 2nd Edition, Canadian Institute of Steel Construction, Toronto, Canada (1997).

Google Scholar

[6] X.L. Zhao: Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections, Journal of Constructional Steel Research, Vol. 53 (2000), pp.149-165.

DOI: 10.1016/s0143-974x(99)00063-2

Google Scholar