EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD

Wang Xiaolu; Zha Xiaoxiong; Cang Youqing; Yu Min

doi:10.13204/j.gyjz201106005

Volume 41 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(6): 25-29

Wang Xiaolu, Zha Xiaoxiong, Cang Youqing, Yu Min. EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 25-29. doi: 10.13204/j.gyjz201106005

Citation:

Wang Xiaolu, Zha Xiaoxiong, Cang Youqing, Yu Min. EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 25-29. doi: 10.13204/j.gyjz201106005

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EXPERIMENTAL AND THEORETICAL RESEARCH ON GFRP-CFST COMPOSITE COLUMN UNDER AXIAL COMPRESSIVE LOAD

doi: 10.13204/j.gyjz201106005

1.
Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China

Received Date: 2011-02-12
Publish Date: 2011-06-20

Abstract

Abstract

The axial compression tests on six CFST columns reinforced by GFRP and one contrast specimen of CFST column are done in this article, to research the mechanical behavior of this composite member.Experimental results indicate that, the confinement with filament wound reinforced steel tube can greatly enhance the bearing capacity of composite columns.The carrying capacity of the GFRP strengthened CFST column with 90 and 45 fiber orientation can be raised by 40.9% and 27.3% as compared with CFST column.The mechanical performance of composite columns is also discussed in this paper, and the formula of ultimate bearing capacity and simplified model of stress-strain relation of the composite column have been proposed, whose results are in good agreement with the test results.
- GFRP,
- steel tube,
- composite column,
- compressive test,
- theoretical model

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References(10)

References

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