THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID

Chen Wenyong; Chen Xiaobing; Ding Yi; Tang Jixiang

doi:10.13204/j.gyjz200912029

Volume 39 Issue 12

Dec. 2014

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Chen Wenyong, Chen Xiaobing, Ding Yi, Tang Jixiang. THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 118-122. doi: 10.13204/j.gyjz200912029

Citation:

Chen Wenyong, Chen Xiaobing, Ding Yi, Tang Jixiang. THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 118-122. doi: 10.13204/j.gyjz200912029

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THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID

doi: 10.13204/j.gyjz200912029

1.
China Jingye Engineering Corporation Limited,Beijing 100088,China

Received Date: 2009-06-19
Publish Date: 2009-12-20

Abstract

Abstract

In this paper,the shear behavior of concrete beam reinforced with engineered cementitious composites(ECC) and FRP grid is studied for the first time and is compared with the behavior of a beam reinforced with steel and CFRP sheet.The results from the research on crack development,ultimate deflection bearing capacity and failure mode of different specimens are valuable for further application of strengthening technology and the development of design guidelines for ECC and FRP grids.
- FRP grid,
- FRP,
- ECC,
- shear strengthen