Research Article
Experimental and Numerical Study on the Influence of Corrosion Rate and Shear Span Ratio on Reinforced Concrete Beam
Table 2
Design parameters of experimental beams.
| | Number | Shear span ratio | Load spacing (mm) | Width (mm) | Height (mm) | Length (mm) | Span (mm) | Thickness of protective layer (mm) | Design corrosion rate (%) |
| | BM0-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 0 | | BM1-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 2 | | BM2-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 5 | | BM3-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 8 | | BM4-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 10 | | BM5-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 12 | | BM6-1 | 3.0 | 500 | 120 | 200 | 1700 | 1500 | 25 | 15 | | BM0-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 0 | | BM1-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 2 | | BM2-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 5 | | BM3-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 8 | | BM4-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 10 | | BM5-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 12 | | BM6-2 | 2.4 | 700 | 120 | 200 | 1700 | 1500 | 25 | 15 |
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