RESEARCH ON THE SHEAR CAPACITY OF BRICK WALL WITH PILASTER REINFORCED BY GLASS FIBER REINFORCED POLYMER

Wang Quanfeng; Liu Di; Huang Yihui; Yang Yongxin

doi:10.13204/j.gyjz200805018

Volume 38 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 75-78

Wang Quanfeng, Liu Di, Huang Yihui, Yang Yongxin. RESEARCH ON THE SHEAR CAPACITY OF BRICK WALL WITH PILASTER REINFORCED BY GLASS FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 75-78. doi: 10.13204/j.gyjz200805018

Citation:

Wang Quanfeng, Liu Di, Huang Yihui, Yang Yongxin. RESEARCH ON THE SHEAR CAPACITY OF BRICK WALL WITH PILASTER REINFORCED BY GLASS FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 75-78. doi: 10.13204/j.gyjz200805018

Citation:

PDF( 0 KB)

RESEARCH ON THE SHEAR CAPACITY OF BRICK WALL WITH PILASTER REINFORCED BY GLASS FIBER REINFORCED POLYMER

doi: 10.13204/j.gyjz200805018

1.
College of Civil Engineering,Huaqiao University,Quanzhou 362021

Received Date: 2007-12-10
Publish Date: 2008-05-20

Abstract

Abstract

Fiber Reinforced Polymer (FRP) is a new style material for rehabilitation; it has been applied widely and widely in civil engineering for its excellent performance. This dissertation carried out an experiment research on the shear capability of brick walls with pilaster reinforced by GFRP sheet. The shear capacity theory and the formula of the shear calculation for design of brick wall reinforced by FRP are given.
- glass fiber reinforced polymer,
- reinforcing,
- brick-wall,
- shear capability

FullText(HTML)

References(11)

References

Li Jianchun, Bijan Samali, Lin Ye, et al. Behaviour of Concrete Beam-Column Connections Reinforced with Hybrid FRP Sheet. Composit e

Structures, 2002, 57(1-4) : 357-365

[2] KuzikMarc D, Elwi Alaa E, Roger Cheng J J. Cyclic Flexure Tests of Masonry Walls Reinforced with Glass Fiber Reinforced Polymer Sheets. Journal of Composit es for Construction, 2003(2) : 20-30

[3] 王文炜, 李果. 纤维增强塑料(FRP) 在混凝土结构中的研究与应用. 混凝土, 2001(10) : 37-39

[4] 岳清瑞. 我国碳纤维(CFRP) 加固修复技术研究应用现状与展望. 工业建筑, 2000, 30(10) : 23-26

[5] GB 50003-2001 砌体结构设计规范

[6] 施楚贤. 砌体结构理论与设计. 北京: 中国建筑工业出版社,2003: 65-70

[7] GBJ 3-88 砌体结构设计规范

[8] 林磊. FRP 加固砌体墙抗震性能的试验研究: [ 硕士学位论文]. 北京: 清华大学, 2002: 84-96

[9] 阮积敏. 普通玻璃纤维布加固多孔砖砌体的试验研究: [ 硕士学位论文]. 杭州: 浙江大学, 2003: 48-52

[10] 张顺祥. 碳纤维布加固砌体结构试验研究: [ 硕士学位论文].武汉: 武汉理工大学, 2002: 58-63

Relative Articles

Supplements(0)

Cited By

Proportional views