STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN

Yu Feng; Wu Ping

doi:10.13204/j.gyjz200902016

Volume 39 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(2): 97-99

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

PDF( 0 KB)

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

FullText(HTML)

References(7)

References

[2] .PGI PVC Geomembrane Institute. Case Study of PVC Geome mbrane Durability[R]. Technical Bulletin. University of Illinois at Urbana-Champai gn, 1998.

.于峰. PVC-FRP管混凝土柱力学性能的试验研究与理论分析[D]. 西安: 西安建筑科技大学, 2007.

[3] .Rochette P, Labossiere P. Axial Testing of Rectangular Column Models Confined with Composites [J]. J ournal of Composite for Construction, ASCE, 2000: 4(3): 129-1361

[4] .Dias da Silva V. Santos J M C. Strengthening of Axially Loaded Concrete Cylinders by Surface Composites [C]//Figueirus J, Juvandes L. Composites in Constructions. Proceedings of the International Conference Lisse. The Netherlands: A. A. Bal kema Publishers, 2001: 257-2621

[5] .Xiao Y, WuH. Compres sive Behavi or of Concret e Conf i ned by Carbon Fiber Composite Jac kets[J]. Journal of Materials in Civil Engineering, ASCE, 2000, 12(2): 139-1461

[6] .Shitindi R V. Behaviors of Concrete Cylinders Confined with FRP Spirals[D]. Kyoto, Japan: Kyoto Universi ty, 1999.

[7] .Saafi M, Toutanji H, Li Z. Behavior of Concrete Columns Confined with Fiber Reinforced Pol ymer Tubes [J]. ACI Material Journal, 1999, 96(4): 500-5091

Relative Articles

Supplements(0)

Cited By

Proportional views