Abstract
The externally bonded CFRP strengthened steel C channel beams were tested in this study to understand the improvement in failure modes. Two different CFRP strengthening methods were proposed: 1) surface strengthening (wrapping around perimeter); 2) closed strengthening in which the open cross section of the steel channel section is infilled with cardboard and converted into a closed rectangular cross section followed by CFRP wrapping to improve the buckling mode. In addition, the effectiveness of CFRP strengthening under environmental exposure is also studied by conducting the durability test with artificial rain. The results indicate that the CFRP strengthening technique employed in the present research work can significantly improve the flexural moment capacity compared to the unstrengthened specimen by converting the lateral torsional buckling (LTB) mode of failure to failure due to yielding. The durability test indicates that the infill cardboard material is not affected due to moisture exposure.
| Original language | English |
|---|---|
| Pages (from-to) | 120-131 |
| Number of pages | 12 |
| Journal | Structures |
| Volume | 12 |
| DOIs | |
| Publication status | Published - Nov 2017 |
| Externally published | Yes |
Keywords
- CFRP
- Debonding
- Lateral torsional buckling (LTB)
- Local buckling
- Strengthening
- Structural steel beams
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Safety, Risk, Reliability and Quality