Research Article
Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch
Table 6
Comparison of experimental results with the design load and calculated results.
| | | Experimental results | Design load | Comparison with design load | Calculated results | Comparison with calculated results | | Vcr,fl (kN) | Vcr,s (kN) | Vu (kN) | Md (kN·m) | Vd,fl (kN) | Vd,s (kN) | η1 | η2 | η3 | Vcr,flCAL (kN) | Vcr,sCAL (kN) | Vu,CAL (kN) | ν1 | ν2 | ν3 |
| | P1 | 73 | 152 | 204.03 | 16.0 | 23.5 | 96.7 | 0.75 | 1.57 | 2.11 | 74.4 | 147.5 | 194.8 | 1.02 | 0.97 | 0.95 | | P2 | 82 | 201 | 251.30 | 0.85 | 2.08 | 2.60 | 71.6 | 163.5 | 215.9 | 0.87 | 0.81 | 0.86 |
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Note. η1 = Vcr,fl/Vd,s; η2 = Vcr,s/Vd,s; η3 = Vu,s/Vd,s; ν1 = Vcr,sCAL/Vcr,s; ν2 = Vcr,flCAL/Vcr,fl; ν3 = Vu,CAL/Vu.
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