Research Article
Using Steel Fiber-Reinforced Concrete Precast Panels for Strengthening in Shear of Beams: An Experimental and Analytical Investigation
| | Beam name | Designation | Connection types | Fiber volume fraction (%) | Number of bolts | Diameter (mm) |
| | Control beam | RC beam | — | — | — | — | | 1.5F-Epoxy | Strengthened | Epoxy | 1.5 | — | — | | 0F-8D12 | Strengthened | Epoxy + bolts | 0.0 | 8 | 12 | | 1F-8D12 | Strengthened | Epoxy + bolts | 1.0 | 8 | 12 | | 1.5F-8D12 | Strengthened | Epoxy + bolts | 1.5 | 8 | 12 | | 1.5F-4D12 | Strengthened | Epoxy + bolts | 1.5 | 4 | 12 | | 1.5F-6D12 | Strengthened | Epoxy + bolts | 1.5 | 6 | 12 | | 1.5F-6D10 | Strengthened | Epoxy + bolts | 1.5 | 6 | 10 | | 1.5F-8D10 | Strengthened | Epoxy + bolts | 1.5 | 8 | 10 |
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