STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN

Yu Feng; Wu Ping

doi:10.13204/j.gyjz200902016

Volume 39 Issue 2

Dec. 2014

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Yu Feng, Wu Ping. STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 97-99. doi: 10.13204/j.gyjz200902016

Citation:

Yu Feng, Wu Ping. STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 97-99. doi: 10.13204/j.gyjz200902016

Yu Feng, Wu Ping. STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 97-99. doi: 10.13204/j.gyjz200902016

Citation:

Yu Feng, Wu Ping. STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 97-99. doi: 10.13204/j.gyjz200902016

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STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN

doi: 10.13204/j.gyjz200902016

Yu Feng,
Wu Ping

1.
1.School of Construction Engineering,Anhui University of Technology,Maanshan 243002,China;
2.
2.Chang'an University,Xi'an 710064,China

Received Date: 2007-09-14
Publish Date: 2009-02-20

Abstract

Abstract

PVC-FRP confined concrete column is a new structural system, which is formed by constructing concrete into PVC-FRP tube. To verify the advantage of PVC-FRP confined concrete column, the mechanical behavior of PVC-FRP confined concrete column are compared with that of confined concrete column, including bearing capacity, stress-strain relationship and ductility. Results show that PVC -FRP confined concrete column features high bearing capacity, good ductility, convenient construction, light weight and good durability. PVC-FRP confined concrete column provide a new form for the inven tion of structural system, which has a brigh t future and development space.
- PVC-FRP tube,
- confinement,
- bearing capacity,
- stress-strain relationship,
- concrete column

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References(7)

References

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