Theoretical Analysis on the Ultimate Bearing Capacity for Steel Tubular Transmission Tower’s Joints with Annular Plate

Zhi Juan Rong; Xue Ming Wang; Bao Hua Lv; Xin Yue Zhang; Ling Zhang

doi:10.4028/www.scientific.net/AMM.664.175

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 664Theoretical Analysis on the Ultimate Bearing...

Theoretical Analysis on the Ultimate Bearing Capacity for Steel Tubular Transmission Tower’s Joints with Annular Plate

Abstract:

The aim of this paper is to study the ultimate bearing capacity of steel tubular transmission tower’s joint with annular plate based on the theoretical analysis. A simplified model of annular plate joints was performed to investigate the force distribution of the tube-gusset joints. To obtain the state of stress and ultimate bearing capacity, the annular plate with clamped boundary condition on the inner edges and subjected to diametric loading is employed in this study by the direct integration and thin plate energy principle theory. Experiment and finite element analysis are carried out and the results show that both are the similar.

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Periodical:

Applied Mechanics and Materials (Volume 664)

Pages:

175-181

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.664.175

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Online since:

October 2014

Authors:

Zhi Juan Rong*, Xue Ming Wang, Bao Hua Lv, Xin Yue Zhang, Ling Zhang

Keywords:

Annular Plate, Diametral Compression, Energy Principle Theory, Tube-Gusset Joints

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References

[1] Japanese Society of Steel Tower. Electricity transmitting steel tubular tower manufacture norm. Tokyo: Maruzen Co. Ltd. 1995. in press.

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[2] Northwest electric power design institute. The research of steel tubular transmission tower's Joint with Annular Plate.

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[3] Yu.V. Tokovyy, K.M. Hung, C.C. Ma. Determination of stresses and displacements in a thin annular disk subjected to diametral compression. Journal of Mathematical Sciences. Vol. 165(2010) pp.342-354.

DOI: 10.1007/s10958-010-9803-6

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