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
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
THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER
1.
1 College of Civil Engineering,Fuzhou University Fuzhou 350002;
2.
2 Department of Civil Engineering,Zhejiang University Hangzhou 310027
Received Date: 2006-06-25Publish Date:
2006-12-20
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.
References
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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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