EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF TIMBER BEAM STRENGTHENED WITH CFRP SHEET

Xie Qifang; Xue Jianyang; Zhao Hongtie; Sui Yan; Zhang Fengliang

doi:10.13204/j.gyjz201206019

Volume 42 Issue 6

Dec. 2014

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Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017

Citation:

Xie Qifang, Xue Jianyang, Zhao Hongtie, Sui Yan, Zhang Fengliang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF TIMBER BEAM STRENGTHENED WITH CFRP SHEET[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 88-91. doi: 10.13204/j.gyjz201206019

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EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF TIMBER BEAM STRENGTHENED WITH CFRP SHEET

doi: 10.13204/j.gyjz201206019

1.
School of Civil Engineering,Xi'an University of Architecture &Technology,Xi'an 710055,China

Received Date: 2011-11-18
Publish Date: 2012-06-20

Abstract

Abstract

To analyse the mechanical property, the experimental study on timber beam strengthened with CFRP sheetwere performed. The shear behaviors, such as failure patterns in shear, load-deflection curves and relationshipbetween load and strain were obtained. The results showed that the failure patterns in shear were usually shear failurealong the grain. The ductility of failure along the grain was very good, and the flexural failure was a typical brittlefailure. The CFRP sheets adjacent to the supports and loading points were subjected to compression until failure.
- timber beam,
- strengthened with CFRP sheet,
- shear failure along grain

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References(10)

References

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