Sparad:
| Huvudupphovsmän: | , |
|---|---|
| Materialtyp: | Recurso digital |
| Språk: | |
| Publicerad: |
Zenodo
2023
|
| Ämnen: | |
| Länkar: | https://doi.org/10.5281/zenodo.18334013 |
| Taggar: |
Lägg till en tagg
Inga taggar, Lägg till första taggen!
|
Innehållsförteckning:
- The present study is focused on the nonlinear finite element analysis of Aramid Fiber reinforced polymer (AFRP) strengthened Shear deficient beams. In this study, the stirrup spacing of 750 mm is taken into account for shear deficient beams. The overall length of the chosen beam is 1800 mm and the cross section is 150 mm × 200 mm. Under two-point loading, the behavior of control, shear deficient and AFRP-strengthened beams is investigated. The validated numerical models are then used for studying the efficiency and effectiveness of various strengthening schemes using epoxy impregnated AFRP fabric. The parameters considered include load deformation behavior and percentage increase in maximum load carrying capacity of epoxy impregnated AFRP and GFRP specimens.