THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD

Ouyang Yu; Wang Wei; Gong Yong; Liu Neng-ke

doi:10.13204/j.gyjz201210030

Volume 42 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 146-149

Ouyang Yu, Wang Wei, Gong Yong, Liu Neng-ke. THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 146-149. doi: 10.13204/j.gyjz201210030

Citation:

Ouyang Yu, Wang Wei, Gong Yong, Liu Neng-ke. THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 146-149. doi: 10.13204/j.gyjz201210030

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THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD

doi: 10.13204/j.gyjz201210030

1.
1. Department of Civil Engineering,Shanghai University,Shanghai 200072,China;
2.
2. Shanghai Landsea Architecture Technology Co.Ltd,Shanghai 200092,China;
3.
3. Shanghai Tongrui Civil Engineering Company,Shanghai 200092,China

Received Date: 2011-10-25
Publish Date: 2012-10-20

Abstract

Abstract

Based on the test results of three timber columns strengthened with CFRP and one contrast column without CFRP under eccentric loading,the load-bearing capacity,ductility and failure modes of the columns were compared and analyzed.combining the previous results,the calculating formula of the ultimate load-bearing capacity was presented.The theoretic results were well suited to the experiment results
- carbon fiber reinforced polymer (CFRP),
- strengthening,
- timber column,
- eccentric load,
- ultimate loadbearing capacity

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References(6)

References

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李向明，许清风，朱雷，等.CFRP 加固旧木柱性能的试验研究[J].工程抗震与加固改造，2009，31(4): 55-59.

[3] 周钟宏，刘伟庆.碳纤维布加固木柱的轴心受压性能试验研究[J].工程抗震与加固改造，2006，28(3): 44-48.

[4] 周乾.CFRP 加固木柱轴心受压性能理论研究[J].低温建筑技术，2009，135(9): 51-53.

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