EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP

Ma Jianxun; Hu Ping; Jiang Xiangmin; Hu Ming

doi:10.13204/j.gyjz200508009

Volume 35 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(8): 40-44,55

Ma Jianxun, Hu Ping, Jiang Xiangmin, Hu Ming. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 40-44,55. doi: 10.13204/j.gyjz200508009

Citation:

Ma Jianxun, Hu Ping, Jiang Xiangmin, Hu Ming. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 40-44,55. doi: 10.13204/j.gyjz200508009

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EXPERIMENTAL RESEARCH ON AXIAL COMPRESSIVE BEHAVIORS FOR TIMBER COLUMN STRENGTHENED WITH CFRP

doi: 10.13204/j.gyjz200508009

1.
Engineering Research Center of Structural Diagnosis and Rehabilitation,Xi'an Jiaotong University Xi'an 710049

Received Date: 2005-04-04
Publish Date: 2005-08-20

Abstract

Abstract

Eight groups of timber columns components reinforced by carbon fiber reinforced polymer(CFRP) with various enwrapping forms have been studied at laboratory.The enhancing effect of their axial compressive bearing capacity and the failure mode are investigated.Based on the data collected in the test,load -strain curves have been drawn and analysed.Finally,the influence of quantity,space and wide of CFRP on test result is discussed.
- timber column,
- CFRP,
- strengthening,
- axial compressive bearing capacity