EFFECTIVE BOND LENGTH MODEL FOR CFRP BONDED CONCRETE EXPOSED TO MARINE ENVIRONMENT
Shear resistance in concrete members is an important concern due to the brittle and catastrophic nature of the shear failure. Long term degradation and deterioration, improper structural design, over flexural strengthening or increases in loads are the reasons that can arise the shear failure. Deter...
Saved in:
| Main Author: | FAZLI, HAMED |
|---|---|
| Format: | Thesis |
| Language: | English |
| Institution: | Universiti Teknologi Petronas |
| Record Id / ISBN-0: | utp-utpedia.18367 / |
| Published: |
2018
|
| Subjects: | |
| Online Access: |
http://utpedia.utp.edu.my/18367/1/Hamed%20Fazli-Ph.D.%20Thesis.pdf http://utpedia.utp.edu.my/18367/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
BOND STUDIES OF CFRP STRENGTHENED STEEL PLATES EXPOSED TO SERVICE TEMPERATURE
by: LYE, HUI LI
Published: (2021) -
Effective bond length of CFRP sheets externally bonded to concrete beams under marine environment
by: Fazli, H., et al.
Published: (2018) -
SHEAR PERFORMANCE OF INTERNAL STIRRUPS AND EXTERNALLY BONDED CFRP ON RC BEAMS
by: KILIAN , LAU MEOW HING
Published: (2018) -
Pull-off testing as an interfacial bond strength assessment of CFRP-concrete interface exposed to a marine environment
by: Fazli, H., et al.
Published: (2018) -
Pull-off testing as an interfacial bond strength assessment of CFRP-concrete interface exposed to a marine environment
by: Fazli, H., et al.
Published: (2018)