Research Article
Analysis on Flexural Capacity of Square Steel Tube Truss Concrete Beams with Grouted Chords
Table 3
Comparison of flexural capacities for tests, simulation, and formula.
| Serial number | ρa (%) | Mut (kN·m) | Mus (kN⋅m) | Muc (kN⋅m) | Muc/Mut | Muc/Mus |
| B-1 | 1.13 | 69.4 | 69.5 | 74.2 | 1.07 | 1.07 | B-2 | 1.20 | 72.8 | 74.5 | 76.1 | 1.05 | 1.02 | B-3 | 1.64 | 81.8 | 85.8 | 89.5 | 1.09 | 1.04 | B-4 | 1.64 | 82.5 | 87.5 | 89.5 | 1.08 | 1.02 | B-5 | 1.20 | 73.5 | 74.5 | 76.1 | 1.04 | 1.02 | CB-1 | 1.13 | — | 50.6 | 49.1 | — | 0.97 | CB-2 | 1.13 | — | 51.6 | 50.0 | — | 0.97 | CB-3 | 1.13 | — | 52.4 | 50.8 | — | 0.97 | CB-4 | 1.13 | — | 50.0 | 49.1 | — | 0.98 | CB-5 | 1.13 | — | 50.4 | 49.1 | — | 0.98 | CB-6 | 1.13 | — | 50.6 | 49.1 | — | 0.97 | CB-7 | 1.64 | — | 69.1 | 67.0 | — | 0.97 | CB-8 | 2.13 | — | 86.4 | 83.0 | — | 0.96 | CB-9 | 2.59 | — | 102.2 | 97.4 | — | 0.95 | CB-10 | 1.20 | — | 55.2 | 51.8 | — | 0.94 | CB-11 | 1.20 | — | 55.2 | 51.8 | — | 0.94 | CB-12 | 1.20 | — | 54.5 | 51.8 | — | 0.95 |
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