THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER

Guo Jian

doi:10.13204/j.gyjz200612023

Volume 36 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(12): 83-85,104

Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016

Citation:

Guo Jian, . THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

Citation:

Guo Jian, . THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

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THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER

doi: 10.13204/j.gyjz200612023

Guo Jian¹,

1.
1 College of Civil Engineering,Fuzhou University Fuzhou 350002;
2.
2 Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2006-06-25
Publish Date: 2006-12-20

Abstract

Abstract

The tube-gusset joint is widely applied in tall steel tubular tower,however there has been few study on this kind of joint.Combining a steel tubular tower from practical engineering,typical tube-gusset joints were analyzed and whole course analysis based on elasto plastic FEM calculation is conducted.Comparing FEM results with experimental results from full scale model,some conclusions which will be helpful to theoretical study and engineering design of the kind of joints are presented.
- steel tubular tower,
- tube-gusset joint,
- whole process analysis of failure behavior,
- full scale model experiment

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References(6)

References

[2] Woo-Bum Kim.Ultimate Strength of Tube-Gusset Plate Connections Considering Eccentricity.Engineering Structures,2001(23):1418-1426

赵熙元.建筑钢结构设计手册(下册).北京:冶金工业出版社,1995

[3] Soh C K,Chan T K,Yu S K.Limit Analysis of Ultimate Strength of Tubular X-Joints.Journal of Structural Engineering,2000,126 (7):790-797

[4] Gergely V L,Laszlo D.Finite Element Modeling and Analysis of Bolted Joints of3D.Computers and Structures,2004,82(23-26):2 173-2 187

[5] 郭健,孙炳楠,叶尹.高耸钢管塔的节点应力分析.钢结构,2002,17(6):15-19

[6] 孙炳楠,洪涛,杨骊先.工程弹塑性力学.杭州:浙江大学出版社,1998

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