STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES

Yuan Ni-fei; Yao Jian

doi:10.13204/j.gyjz200610029

Volume 36 Issue 10

Dec. 2014

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Yuan Ni-fei, Yao Jian. STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 104-106. doi: 10.13204/j.gyjz200610029

Citation:

Yuan Ni-fei, Yao Jian. STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 104-106. doi: 10.13204/j.gyjz200610029

Yuan Ni-fei, Yao Jian. STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 104-106. doi: 10.13204/j.gyjz200610029

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STUDY ON THE FLEXURAL CAPACITY OF RC BEAMS STRENGTHENED WITH NEAR SURFACE MOUNTED CFRP PLATES

doi: 10.13204/j.gyjz200610029

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2006-03-20
Publish Date: 2006-10-20

Abstract

Abstract

It is summarized that the recent research advances on flexural strengthening with NSM FRP and presented the formula predicting flexural capacity of the failure modes with the assumption of plane section. By comparison, the predictions agree well with the experimental results, which provides a reference for practical engineering application.
- near surface mounted,
- CFRP plate,
- strengthening,
- flexural capacity,
- local bond-slip curve,
- peeling

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References(11)

References

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