COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES

Bao Hua

doi:10.13204/j.gyjz201202028

Volume 42 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(2): 125-128,138

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Bao Hua. COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 125-128,138. doi: 10.13204/j.gyjz201202028

Citation:

Bao Hua. COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 125-128,138. doi: 10.13204/j.gyjz201202028

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COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES

doi: 10.13204/j.gyjz201202028

Bao Hua

1.
China Railway No.4 Institute of Survey and Design Group Co.Ltd,Wuhan 430063,China

Received Date: 2010-07-20
Publish Date: 2012-02-20

Abstract

Abstract

In Code for Design of Steel Structure(GB 500172003),only the influence of axial force can be considered as the calculation of bearing capacity of tubular multi-planar joint,and that of web member's bending moment on the bearing capacity can not be considered.In Hollow Tube Structure Connecting,the formula is mainly refers to Eurocode 3,which is used to calculate capacity of single-planar tubular joint under combined forces.Therefore,it can be used as reference for design.Compared with the formula of GB 500172003,calculating the bearing capacity of tubular joint by the formula in Eurocode 3 is safe.According to Eurocode 3,the tubular joint is divided into several single-planar joints,and then checking calculation is proceeded for everyone.Using ANSYS software to make a solid finite element model for the tubular joint and the nonlinearity is analyzed.Simulation results indicate that the design of tubular joint meets the requirements.
- tubular pope,
- multi-planar joints,
- moment,
- code

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References(10)

References

沈祖炎. 钢结构[M].北京:中国建筑工业出版社,2005.

北京建筑设计研究院. 建筑结构专业技术措施[M].北京:中国建筑工业出版社,2007.

丁芸荪,刘罗静,朱洪符. 网架网壳设计与施工[M].北京:中国建筑工业出版社,2006.

GB 50017-2003.钢结构设计规范[S].

PackerJA,HendersonJE,曹俊杰. 空心管结构连接设计指南[M].北京:科学出版社,1997.

李星荣,魏才昂,李和华. 钢结构连接节点设计手册[M].北京:中国建筑工业出版社,2006.

Eurocode 3. Design of Steel Structures. Patti - 8: Design of Joints[Z].

陈誉,彭兴黔. 空间KK型双弦杆圆钢管搭接节点有限元参数分析与极限承载力计算公式[J].建筑结构学报,2007,(03):37-45.

罗尧治,张楠. K型搭接节点承载力性能分析及建议公式[J].钢结构,2004,(03):23-26.

Dexter E M,Lee M M K. Static Strength of Axially Loaded Tubular K2 Joints I : Behavior[J].Journal of Structural Engineering ASCE,1999,(02):199-206.

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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