Research Article
Flexural and Thermal Properties of Novel Energy Conservation Slotted Reinforced Concrete Beams
Table 1
Detailed descriptions of the specimens.
| Specimen identifier | (MPa) | Section (mm × mm) | Reinforcement details (unit: mm) | Tensile reinforcement ratio (%) | Shear reinforcement ratio (%) | | ① | ② | ③ | ④ |
| RB-10 | 31.0 | | 2B16 | 2B10 | 2B8 | A8@100 | 1.0 | 0.4 | | RB-12 | 28.8 | | 2B16 | 2B12 | 2B8 | A8@100 | 1.1 | 0.4 | | RB-14 | 29.3 | | 2B16 | 2B14 | 2B8 | A8@100 | 1.3 | 0.4 | |
| | | | | | | | Beam A | Beam B | Beam A | Beam B | Width ratio |
| SB1-14 | 29.0 | | 2B16 | 2B14 | 2B6 | A6@100 | 1.1 | 1.8 | 0.3 | 0.7 | 2.1 | SB2-10 | 29.7 | | 2B16 | 2B10 | 2B6 | A6@100 | 1.2 | 0.7 | 0.4 | 0.6 | 1.5 | SB3-12 | 31.3 | | 2B16 | 2B12 | 2B6 | A6@100 | 1.4 | 0.9 | 0.4 | 0.5 | 1.1 | SB1-12 | 29.7 | | 2B16 | 2B12 | 2B6 | A6@100 | 1.1 | 1.3 | 0.3 | 0.7 | 2.1 | SB2-14 | 29.0 | | 2B16 | 2B14 | 2B6 | A6@100 | 1.2 | 1.4 | 0.4 | 0.6 | 1.5 | SB3-10 | 28.9 | | 2B16 | 2B10 | 2B6 | A6@100 | 1.4 | 0.6 | 0.4 | 0.5 | 1.1 |
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Note: the width ratio for slotted beam is the ratio of the width of beam A to that of beam B.
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