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

Turn off MathJax

Article Contents

Abstract

References

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

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

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

PDF( 0 KB)

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

FullText(HTML)

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.

Relative Articles

[1]	JIANG Haibo, LI Jiahang, LI Junsheng, CHEN Zhenkan, YE Jiazheng. Experimental Research on Mechanical Properties of RC Columns Confined with Self-Compacting and Micro-Expanding Concrete Filled Circular Steel Tube Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 22-28,21. doi: 10.13204/j.gyjzG21032003
[2]	HUANG Shanshan, BAI Yang, GUO Tianyu, SUN Hailin, ZHU Lei. Experimental Studies on Axial Compression Capacity of CHS T-Joints Reinforced with External Stiffeners Under Load[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 152-157,166. doi: 10.13204/j.gyjzG21013001
[3]	HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[4]	Zou Hao, Shu Xingping. DISCUSSION ON HUMAN COMFORT THRESHOLDS OF STEEL STRUCTURE UNDER WIND LOAD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 131-138.
[5]	Tong Genshu, Zhou Weidong, Zhang Lei. COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023
[6]	Chen Xi, Xu Wei, Zuo Yuzhu. CENTRIFUGAL MODEL TESTS ON MECHANICAL PROPERTY OF CELLULAR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 67-71. doi: 10.13204/j.gyjz201302014
[7]	Zou Ruomeng, Dong Jun, Zhang Jinxu. A COMPARISION OF CONNECTION DESIGN IN STAINLESS STEEL STRUCTURES BETWEEN AMERICAN AND EUROPEAN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 63-66. doi: 10.13204/j.gyjz2011205010
[8]	Zong Liang, Wang Yuanqing, Shi Yongjiu. PARAMETRIC ANALYSIS ON FLEXURAL CAPACITY OF FLANGE-PLATE CONNECTION CONSIDERING PRYING FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 131-135. doi: 10.13204/j.gyjz201109030
[9]	Yang Zhuoqi, Luo Lin, Wang Qizhi. EFFECT OF LONGITUDINAL REINFORCEMENT RATIO ON SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 88-81,96. doi: 10.13204/j.gyjz201009023
[10]	Wang Cheng, Zhang Yigang. STUDY OF FORMING PROCESS OF THE ISFL BASED ON MOMENT CHARACTERISTIC[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 102-106. doi: 10.13204/j.gyjz201001025
[11]	Dong Baiping, Chen Yiyi. STABILITY CAPACITY CALCULATION OF CIRCULAR STEEL TUBE BEAM-COLUMNS UNDER BIAXIAL BENDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 107-111,45. doi: 10.13204/j.gyjz201001026
[12]	Zhao Liping, Xiang Li, Lu Chen, Han Shilin. ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 52-56. doi: 10.13204/j.gyjz200910014
[13]	Song Tianqi. RESEARCH ON THE PROBLEMS RELATED TO "CODE FOR ASEISMIC DESIGN OF BUILDINGS "(GB 50011-2001)[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 110-113,116. doi: 10.13204/j.gyjz200508028
[14]	Jiang Peng, Tan Hongli. AN APPLICATION MODEL OF AUTOMATIC CHECKING TECHNOLOGY FOR CODE OF BUILDING DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 47-49. doi: 10.13204/j.gyjz200505012
[15]	Li Ping, Liang Shuting, Jiang Yongsheng. EXPERIMENTAL INVESTIGATION ON SLAB FLEXURAL MOMENT OF FRAME SUPPORTED FLAT PLATE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 54-55,62. doi: 10.13204/j.gyjz200505014
[16]	Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai. CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027
[17]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[18]	Yuang Fang, Shao Xing, Wang Fuming. THE FORMULAE FOR CALCULATION OF BULK MATERIAL WALL PRESSURE IN SQUAT SILOS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 81-83. doi: 10.13204/j.gyjz200408026
[19]	Huang Zhenliang. RECOMMENDATIONS FOR USING "FIREPROOF CODE OF BUILDING DESIGN"[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 81-82. doi: 10.13204/j.gyjz200407023
[20]	Ma Xinbo, Zhang Sumei. INTRODUCTION AND COMPARISON OF CALCULATION METHODS OF THE STIFFNESS OF CONCRETE-FILLED CIRCULAR STEEL TUBES IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 75-78. doi: 10.13204/j.gyjz200402022