Table 5 Shear-resistance test model details
From: Study on Flexural and Shear Behavior of UHPC Rhombus-Strip-Shaped Joint
No. | Joint location | Span/m | Shear-to-span ratio | Effective height/m |
|---|---|---|---|---|
B-1 | Complete beam | 3.5 | 3.14 | 470 |
B-2 | Flexural–shear section | 3.5 | 3.14 | 470 |
B-3 | Flexural–shear section | 1.85 | 1.41 | 470 |
B-4 | Flexural–shear section | 2.5 | 2.09 | 470 |
B-5 | Flexural–shear section | 3.5 | 3.14 | 470 |