Halim, N. H. F. A. and Alih, S. C. and Vafaei, M. (2019) Analytical calculation on shear capacity of rc columns internally confined with cfrp strips. In: 12th International Civil Engineering Post Graduate Conference, SEPKA 2018 and 3rd International Symposium on Expertise of Engineering Design, ISEED 2018, 27-28 Aug 2018, Johor, Malaysia.
|
PDF
1MB |
Official URL: http://www.dx.doi.org/10.1088/1755-1315/220/1/0120...
Abstract
In the present work, behaviour of reinforced concrete columns transversely confined with carbon fibre reinforced polymer (CFRP) strips has been investigated. Focus was given on shear capacity provided by CFRP strips in the RC columns using analytical approach. The analytical calculation showed good correlation with results obtained from numerical analyses. Results from analytical calculations indicate increases in shear capacity when distance between the FRP strips reduced from 200mm to 150mm and 100mm by 33.4% and 83.4%. Furthermore, when the number of plies increased from single to two and three plies of FRP strips, shear capacity in RC column increases by 99.6% and 149.7%, respectively.
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Uncontrolled Keywords: | carbon fiber reinforced plastics, carbon fibers, fiber reinforced plastics |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering |
| ID Code: | 88799 |
| Deposited By: | Narimah Nawil |
| Deposited On: | 29 Dec 2020 04:25 |
| Last Modified: | 29 Dec 2020 04:25 |
Repository Staff Only: item control page
