Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets
By N. Attari, S. Amziane, M. Chemrouk. 2012
373 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/768a057fbb375395391f935404ffe4ee73de3f07
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- Thong M. Pham
- Hong Hao
- Rayed Alyousef
- Hisham Alabduljabbar
- H. Sichembe
- M. Sheikh
- Y. H. M. Amran
- Wensu Chen
In Civil and Structural Engineering
- Thong M. Pham
- Hong Hao
- Wensu Chen
- Rayed Alyousef
- Hisham Alabduljabbar
- H. Sichembe
- M. Sheikh
- Y. H. M. Amran
Citations in the corpus
- Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet (2018, methodology): “[18] reported that the 57 use of twin-layer GFRP sheets was effective in beam strengthening, exhibiting 58 flexural capacity gains as high as 114%.”
- Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading (2016, methodology): “FRP has been used extensively for strengthening structural components including the application of FRP sheets or plates as external reinforcement to the exterior surface of beams [1] and slabs [2].”
- Properties and applications of FRP in strengthening RC structures: A review (2018, methodology): “[103] revealed the use of twin-layer CFRP–GFRP composite materials to RC beams increased the strength capacity by 114% compared with the control beam, but increases by 84% and 72% compared with the reference beam as reported by [91] Mehmet and Zarringol [63], respectively.”