Volume 4, Issue 4 (December 2006)
IJCE 2006, 4(4): 286-295 |
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:
Wegian F, Alkhamis M, Sabbagh Yazdi S. Experimental Studies on GFRP Repaired Hollow-Block Concrete Sections . IJCE 2006; 4 (4) :286-295
URL: http://ijce.iust.ac.ir/article-1-336-en.html
URL: http://ijce.iust.ac.ir/article-1-336-en.html
Abstract: (13037 Views)
This study evaluates two different types of techniques for concrete hollow-block sections
reinforced with traditional steel rebars and wire meshes, and compares their structural behaviour
to that of an ordinary reinforced concrete beam section. The comparisons are based on the
responses both before and after they were repaired with glass fibre reinforced polymers (GFRP).
The specimens were subjected to concentrated loading up to initial failure. After failure, the
specimens were repaired and loaded once again until ultimate failure. It was shown that the
success of the repair by GFRP depended on the mode of failure of the hollow-block concrete
beams.
Type of Study: Research Paper |
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
