Volume 13, Issue 2 And A (Transaction A: Civil Engineering June 2015)
IJCE 2015, 13(2 And A): 234-244 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Ahmed A A, Naganathan S, Nasharuddin K, Fayyadh M. Repair effectiveness of CFRP and steel plates in RC beams with web opening: effect of plate thickness. IJCE 2015; 13 (2) :234-244
URL: http://ijce.iust.ac.ir/article-1-962-en.html
URL: http://ijce.iust.ac.ir/article-1-962-en.html
Abstract: (6940 Views)
The effect of steel plate thickness on the repair effectiveness of RC beam is presented in this paper. A total of four beams were tested, one beam repaired by CFRP with a thickness of 1.2 mm and used as a control beam, and three beams repaired by a steel plate. Steel plates with a thickness of 2 mm, 3 mm, and 4 mm were used in repairing the beams. The maximum load-carrying capacity, deflection at mid span and edge of the opening, strain in steel bars, strain in externally bonded plates, crack patterns, and failure modes were observed on each beam. The externally bonded CFRP sheet and steel plates were found to be effective in the repairing of RC beams with large rectangular web opening. The results show that increasing steel plate thickness has little effect on the maximum load capacity. The CFRP plate is more effective than steel plate in increasing the load capacity of beams.
Type of Study: Technical Note |
Subject:
Structure- Concrete
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
