Research Article
Flexural Design and Analysis of Composite Beams with Inverted-T Steel Girder with Ultrahigh Performance Concrete Slab
Table 1
Physical properties of steel fiber per UHPC mix.
| | Design strength of UHPC (MPa) | Density (kg/m3) | Length (mm) | Yield strength (MPa) | Volume fraction with respect to concrete (%) | | ϕ19.5 mm | ϕ16.3 mm |
| | 120 | 7,800 | 13 | 2,500 | 1.0 | — | | 150 | 7,800 | 13 | 2,500 | 1.0 | 0.5 | | 180 | 7,800 | 13 | 2,500 | 1.0 | 0.5 |
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