EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION

Chun Qing; Zhang Yang; Pan Jianwu

doi:10.13204/j.gyjz201307021

Volume 43 Issue 7

Dec. 2014

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Chun Qing, Zhang Yang, Pan Jianwu. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 91-95. doi: 10.13204/j.gyjz201307021

Citation:

Chun Qing, Zhang Yang, Pan Jianwu. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 91-95. doi: 10.13204/j.gyjz201307021

Citation:

Chun Qing, Zhang Yang, Pan Jianwu. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 91-95. doi: 10.13204/j.gyjz201307021

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EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CIRCULAR TIMBER COLUMNS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP SHEETS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz201307021

1.
1. Key Lab of Urban &Architectural Heritage Conservation,Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. College of Civil Engineering,Southeast University,Nanjing 210096,China;
3.
3. Civil Engineering Department,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China

Received Date: 2012-11-08
Publish Date: 2013-07-20

Abstract

Abstract

Based on the experiment of circular timber columns made of deal and fir strengthened by near-surface mounted CFRP sheets under axial compression, the failure modes, axial bearing capacity, and loading-strain curves were analyzed.The results showed that comparing with the specimens without being strengthened by CFRP sheets, the axial bearing capacity of the specimens strengthened by CFRP sheets was improved.The axial bearing capacity of deal specimens was improved by 6.9%~24.1%, and the axial bearing capacity of fir specimens was improved by 24.1%~63.2%.Based on experimental data, the computing formulas of axial bearing capacity of circular timber columns made of deal and fir strengthened by near-surface mounted CFRP sheets were presented respectively.
- near-surface mounted CFRP sheet,
- circular timber column,
- axial bearing capacity,
- loading-compressionstrain curve

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References(10)

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