THEORY STUDY ON AXIAL LOADING CAPACITY OF STEEL TUBE CONFINED HIGH-STRENGTH CONCRETE COLUMNS

Wang Lishang; Li Yu

doi:10.13204/j.gyjz200708006

Volume 37 Issue 8

Dec. 2014

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Citation:

Wang Lishang, Li Yu. THEORY STUDY ON AXIAL LOADING CAPACITY OF STEEL TUBE CONFINED HIGH-STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 22-24. doi: 10.13204/j.gyjz200708006

Citation:

Wang Lishang, Li Yu. THEORY STUDY ON AXIAL LOADING CAPACITY OF STEEL TUBE CONFINED HIGH-STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 22-24. doi: 10.13204/j.gyjz200708006

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THEORY STUDY ON AXIAL LOADING CAPACITY OF STEEL TUBE CONFINED HIGH-STRENGTH CONCRETE COLUMNS

doi: 10.13204/j.gyjz200708006

Wang Lishang¹,
Li Yu²

1.
1. China State Construction International Corp.Beijing 100026;
2.
2. Pingdingshan Institute of Technology Pingdingshan 467001

Received Date: 2006-12-20
Publish Date: 2007-08-20

Abstract

Abstract

It is studied a steel tube's three-dimensional stress and core's concrete constraint mechanism by plastic mechanical theory.It is also considered that steel tube's three dimensional stress meets R.Von Mises yield condition at plastic stage.Three-dimensional compression of the cure concrete can increase greatly the ultimate bearing capacity.With different core concrete failure criterion,and different results can be got.
- three-dimension stress,
- core concrete,
- constraint mechanism,
- ultimate bearing capacity,
- failure criterion

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References(9)

References

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