EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE

Liu Jun; Li Yingmei; Li Qing

doi:10.13204/j.gyjz200811019

Volume 38 Issue 11

Dec. 2014

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Abstract

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Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019

Citation:

Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019

Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019

Citation:

Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019

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EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE

doi: 10.13204/j.gyjz200811019

1.
1. School of Resources &Engineering Mechanics,Northeastern University Shenyang 110004;
2.
2. School of Architecture &Civil Engineering,Shenyang University of Technology Shenyang 110023

Received Date: 2007-11-23
Publish Date: 2008-11-20

Abstract

Abstract

The shearing property test of CFRP structure under a static load is conducted.The failure process and the interface intensity are got separately by the analysis of test results of 15 specimens.It is firstly found that the concrete specimens with fiber reinforced interfaces have higher interface intensity than others,whose increments are about 10.6% and 8.6%.
- FRP,
- concrete,
- interface,
- shearing property

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References(10)

References

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杨勇新,岳清瑞,胡云昌.碳纤维布与混凝土粘结性能的试验研究.建筑结构学报,2001,22(3):36-42

[6] 彭明兰,石志飞.FRP板加固钢筋混凝土梁的界面应力分析.北方交通大学学报,2004,28(4):38-42

[4] 张明辉,海洪,赵颖华,等.碳纤维布-混凝土界面抗剪性能的试验研究.沈阳建筑大学学报,2005,21(3):208-210

[5] 杨勇新,郭春红,朱崇钊,等.海水对CFRP-混凝土界面影响的试验.工业建筑,2006,36(8):10-12

[6] 牛赫东,吴智深.预应力FRP纤维布粘结补强技术中的界面剪切应力传递.北京:清华大学出版社,2002:74-78

[7] Hacha E,Green M F.Pre-Stressed Fiber Reinforced Polymer Laminates for Strengthening Structures.Progress in Structural Engineering and Materials,2001,3(2):111-121

[8] 谭壮,叶列平.纤维复合材料布加固混凝土梁受剪性能的试验研究.土木工程学报,2003,36(11):12-18

[9] 陶忠,于清,韩林海,等.FRP约束钢筋混凝土圆柱力学性能的试验研究.建筑结构学报,2004,25(6):75-87

[10] 姜铁斌,李敏,孙志杰,等.老化对CFRP/混凝土正拉粘结强度的影响.玻璃钢/复合材料,2002(3):7-10

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