Table 1 Specimen details and test variables.
From: Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars
Specimen | Material | Width (mm) | Depth (mm) | Span length (mm) | Length-to-depth ratio (ln/h) | Angle α (°) | Transverse reinforcement spacing (mm) |
|---|---|---|---|---|---|---|---|
RC-2.0 | Normal concrete | 250 | 525 | 1050 | 2.0 | 22.1 | 120 |
HC-2.0 | HPFRCC | 250 | 525 | 1050 | 2.0 | 22.1 | 250 |
RC-3.5 | Normal concrete | 250 | 300 | 1050 | 3.5 | 10.7 | 110 |
HC-3.5 | HPFRCC | 250 | 300 | 1050 | 3.5 | 10.7 | 250 |