THE STUDY ON THE MECHANICS BEHAVIOR OF CONTINUOUS WEB PLATE JOINT OF STEEL BEAM TO CFST COLUMN

Yuan Jixiong; Wang Zhan; Rong Chuiqiang; Chen Xi

doi:10.13204/j.gyjz200511005

Volume 35 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 17-20,9

Ma Shu-fang, Guo Hong-xiang, Zhao Jun-hai, Wei Xue-ying. EXPERIMENT INVESTIGATION ONMULTIBARREL TUBE- CONFINED CONCRETE UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 28-30,53. doi: 10.13204/j.gyjz200712006

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Yuan Jixiong, Wang Zhan, Rong Chuiqiang, Chen Xi. THE STUDY ON THE MECHANICS BEHAVIOR OF CONTINUOUS WEB PLATE JOINT OF STEEL BEAM TO CFST COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 17-20,9. doi: 10.13204/j.gyjz200511005

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THE STUDY ON THE MECHANICS BEHAVIOR OF CONTINUOUS WEB PLATE JOINT OF STEEL BEAM TO CFST COLUMN

doi: 10.13204/j.gyjz200511005

1.
ShanTou University ShanTou 515063

Received Date: 2005-04-25
Publish Date: 2005-11-20

Abstract

Abstract

It was conducted the study of the mechanical behavior of continuous web plate joint of steel beam to CFST column.Firstly, four 1∶3 scale joints were tested by using static test method, and it was gained that the transmutation state of connection areas, the load-beam end deflection curve and the moment-rotation(M-) curve.Secondly, a finite element study on the joint was made by using ANSYS.To verify the accuracy of the analytical models, results were compared to the previous test data.In addition, it was also analyzed the effects of the sections of beam and column, the proportion of rigidity per unit length of beam to column, the pulldown ratio on the stiffness of joint.Finally, the applicability of this type of joint was explored, and some advice of improving its structure was brought forward.
- concrete-filled steel tube(CFST), continuous web plate joint, mechanical behavior,

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References(10)

References

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