钢管塔中管-板连接节点的破坏全过程分析

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钢管塔中管-板连接节点的破坏全过程分析

郭健, 孙炳楠

文章导航 > 工业建筑 > 2006 > 36(12): 83-85,104

郭健, 孙炳楠. 钢管塔中管-板连接节点的破坏全过程分析[J]. 工业建筑, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

引用本文:

郭健, 孙炳楠. 钢管塔中管-板连接节点的破坏全过程分析[J]. 工业建筑, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

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

郭健, 孙炳楠. 钢管塔中管-板连接节点的破坏全过程分析[J]. 工业建筑, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

引用本文:

郭健, 孙炳楠. 钢管塔中管-板连接节点的破坏全过程分析[J]. 工业建筑, 2006, 36(12): 83-85,104. doi: 10.13204/j.gyjz200612023

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

钢管塔中管-板连接节点的破坏全过程分析

doi: 10.13204/j.gyjz200612023

郭健¹,
孙炳楠²

1.
1 福州大学土木工程学院福州 350002;
2.
2 浙江大学土木工程系杭州 310027

作者简介:
郭健,男,1973年11月出生,博士,副研究员,E-mail:mail:guojian@fzu.edu.cn

中图分类号: TU392.3
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- 文章访问数: 166
- HTML全文浏览量: 13
- PDF下载量: 19456
- 被引次数: 0
出版历程
- 收稿日期: 2006-06-25
- 刊出日期: 2006-12-20

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

Guo Jian¹,

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

摘要: 管-板连接节点在高耸钢管塔中应用较多,但对这类节点的研究却很少。以一个实际工程中的钢管塔为研究对象,对典型的管-板连接节点进行了理论探讨和基于弹塑性有限元的破坏全过程分析,并通过足尺模型试验验证了数值分析结果,得出了一些结论,对该类钢管节点的理论研究和工程设计具有重要的意义。
- 钢管塔 /
- 管-板节点 /
- 破坏全过程分析 /
- 足尺模型试验
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

参考文献(6)

[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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