Research Article
Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC
Table 6
Comparison of bearing capacity.
| | Specimens | Strengthened | Bending capacity (kN) | | Numerical analysis ① | Calculation results ② | Test results ③ | ①/② | 1/③ |
| | S1 | Nonstrengthened | 842 | 820 | 838 | 1.02 | 1.00 | | S2 | UHPC | 980 | 972 | 1017 | 1.01 | 0.96 | | S3 | UHPC + CFRP | 1142 | 1098 | 1060 | 1.04 | 1.08 |
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