Research Article
Numerical Investigation on Shear Performance of Reinforced Concrete Beam by Using Ferrocement Composite
Table 3
Cross-section detail of different specimens based on parameters.
| | No | Beam name (Specimens) | Long- reinforcement | Stirrups (mm) | Wire mesh | Layer | | Tens- | Compr- | Diameter (mm) | Spacing (mm) |
| | 1 | CB0 | 2Փ12 | 2Փ8 | Փ6 c/c 150 | no | no | no | | 2 | BФ1S1L1 | 2Փ12 | 2Փ8 | no | 1.5 | 8 × 8 | 1 | | 3 | BФ2S1L1 | 2Փ12 | 2Փ8 | no | 2 | 8 × 8 | 1 | | 4 | BФ3S1L1 | 2Փ12 | 2Փ8 | no | 2.5 | 8 × 8 | 1 | | 5 | BФ3S1L2 | 2Փ12 | 2Փ8 | no | 2.5 | 8 × 8 | 2 | | 6 | BФ3S1L2 | 2Փ12 | 2Փ8 | no | 2.5 | 8 × 8 | 2 | | 7 | BФ1S2L1 | 2Փ12 | 2Փ8 | no | 1.5 | 11 × 11 | 1 | | 8 | BФ2S2L1 | 2Փ12 | 2Փ8 | no | 2 | 11 × 11 | 1 | | 9 | BФ3S2L1 | 2Փ12 | 2Փ8 | no | 2.5 | 11 × 11 | 1 | | 10 | BФ1S2L2 | 2Փ12 | 2Փ8 | no | 1.5 | 11 × 11 | 2 | | 11 | BФ1S2L3 | 2Փ12 | 2Փ8 | no | 1.5 | 11 × 11 | 3 | | 12 | BФ1S2L4 | 2Փ12 | 2Փ8 | no | 1.5 | 11 × 11 | 4 | | 13 | BФ2S3L1 | 2Փ12 | 2Փ8 | no | 2 | 15 × 15 | 1 | | 14 | BФ3S3L2 | 2Փ12 | 2Փ8 | no | 2.5 | 15 × 15 | 2 | | 15 | BФ2S1L1-1 | 2Փ12 | 2Փ8 | Փ6 c/c 360 | 2 | 8 × 8 | 1 |
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