ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE

Ma Meiling; Zhu Hanya; Zhuang Yizhou; Huang Hongbo

doi:10.13204/j.gyjz200506023

Volume 35 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(6): 80-83

FAN Xinyu, SHAO Yongjian, HANG Ziyan, WANG Guozuo. EXPERIMENT STUDY ON FLEXURAL AND TORSION PROPERTIES OF STEEL REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 90-97. doi: 10.13204/j.gyjzG20020102

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Ma Meiling, Zhu Hanya, Zhuang Yizhou, Huang Hongbo. ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 80-83. doi: 10.13204/j.gyjz200506023

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ANALYSIS OF THE FAILURE MODE ON THE K-JOINTS OF CONCRETE-FILLED STEEL RECTANGULAR TUBULAR TRUSS STRUCTURE

doi: 10.13204/j.gyjz200506023

1.
1. Civil Department of Zhejiang Science and Technology University Hangzhou 310018;
2.
2. Civil Department of Zhejiang University Hangzhou 310027;
3.
3. Zhejiang Provincial Office of Audit Hangzhou 310007

Received Date: 2005-01-20
Publish Date: 2005-06-20

Abstract

Abstract

Concrete- filled steel rectangular tubular( CFSR) structure combines the strong points of both common rectangularsteel tubular structure and concrete- filled circular steel tubular structure, it can be connected easily and safely. Meanwhile,as the steel tube and the filled- in concrete work together, the efficiency of the two materials can be improved and the cost ofthe construction can be reduced. In this paper, the K- joints of CFST truss is analyzed using FEM, the stress distribution ofthe filled- in concrete under normal use is educed. And their failure mode is discussed.
- concrete-filled steel rectangular tubular structure K-joint,
- failure mode,

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References(7)

References

韩林海.钢管混凝土结构.北京:科学出版社,2000

[2] 钟善桐,陈洪涛,张素梅.方形与圆形钢管混凝土性能的连续和设计的统一.钢结构,2001,16(5):47～50,56

[3] Packer J A,Henderson J E.空心管结构连接设计指南.曹俊杰,译.北京:科学出版社,1997

[4] Kredaras A K, Sapalas A. Research and Practice of Concrete-Filled Steel Tubes in Lithuania. Journal of Constructional Steel Research, 1999,49:187 ～ 212

[5] Morgan M R, Lee M M K. Parametric Equations for Distributions of Stress Concentration Factors in Tubular K-Joints Under Out-of-Plan Moment Loading. International Journal Fatigue, 1998,20 ( 6 ): 449 ～ 461

[6] DL/T-5085-1999 钢-混凝土组合结构设计规程

[7] 蔡绍怀.钢管混凝土结构的计算和应用.北京:中国建筑工业出版社,1989

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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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