- HU Kexu
HU Kexu
Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site - LU Fan
LU Fan
Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site - CAI Zhenghua
CAI Zhenghua
Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China
Find this author on All Journals
Find this author on BaiDu
Search for this author on this site
TU 377.9
- Article | |
- Metrics | |
- Related [20] |
- Cited by [0] | |
- Comments
The shear tests of CFRPConcrete interface specimens were executed at different temperatures,4,40,60,80,100,120,140,160,180 ℃,to investigate the changing regulation of the interface strength with temperature,the failure type and the influence of the temperature on the adhesive and carbon fiber reinforced polymer(CFRP).The relationship between the bond stress and slip was preliminarily established at different temperatures.The test results show that the interface bond strength at 40 ℃ is the maximum,and the interface strength decreases when the temperature is over 40 ℃,and then remains stable when the temperature is over 100 ℃.
Get Citation
HU Kexu, LU Fan, CAI Zhenghua. Researches on Mechanical Property of CFRPconcrete Interface at Elevated Temperatures[J].同济大学学报(自然科学版),2009,37(12):
CopyShare
Article Metrics
- Abstract:892
- PDF: 1124
- HTML: 53
- Cited by: 0
History
Article QR Code
